INTACH
SCHEDULE OF RATES
FOR
BUILDING CONSERVATION WORKS
ARCHITECTURAL HERITAGE DIVISION
INDIAN NATIONAL TRUST FOR ART AND CULTURAL HERITAGE
71, LODHI ESTATE
NEWDELHI- 110003
PREFACE
1. INTACH Schedule of Rates includes the items required for Restoration and Renovation of
Heritage Buildings with Rate Analysis.
2. Traditional Materials and Traditional techniques are followed for preparation of Rate Analysis
for Restoration Works
3. Modern Materials and Techniques which are compatible with Heritage Buildings are included in
the Schedule of Rates
4. Rate Analysis has been prepared based on method proposed in Rate Analysis of DSR and from
the experiences of INTACH, Contractor and ASI Engineer
5. Try to include all Types of lime works in Mortars, Concrete, Plastering, Stone works, Water
Proofing and Repair works in the items of SOR.
6. Since Traditional Construction Techniques consume more time and materials compare to
Modern Techniques, 20 to 50 % of more quantity is considered for labor and wastage
calculation depends upon the work.
7. The rates are as per prevailing market Rates and DSR 2013 rates
.
BASIC RATES
The rates of Machinery are as per DSR 2013 and prevailing market rates
0.1 HIRE CHARGES OF PLANTS
Code No
Description
Unit
DSR 0002 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper
day
DSR 0003 Hire charges of Diesel Road Roller - 8 to 10 tonne
Day
DSR 0006 Spray machine
day
DSR 0013 Machine for rubbing of floors
day
DSR 0080 Hire and running charges of drill machine up to 400 mm dia
day
M Rate
day
Pressure Pump
M Rate
day
Hand operated mixer/Mechanical mixer
0.2 LABOUR
The rates of labour are as per DSR 2013 and prevailing market rates
DSR 0100 Bandhani
day
DSR 0101 Bhisti
day
DSR 0102 Blacksmith 1st Class
day
DSR 0111 carpenter
day
DSR 0113 Chowkidar
day
DSR 0114 Beldar
day
DSR 0115 Coolie
day
DSR 0123 Mason 1st class
day
DSR 0124 Mason (brick layer) 2nd class
day
DSR 0125 Mason (for plain stone work) 2nd class
day
DSR 0126 Mason (for ornamental stone work) 1 st class
day
Rate Rs.
800.00
1,500.00
250.00
350.00
7,500.00
1,000.00
800.00
328.00
328.00
393.00
297.00
297.00
297.00
297.00
393.00
361.00
361.00
393.00
DSR 0126
Extra labour for ornamental finish Mason (for ornamental stone work) 1 st class
day
393.00
DSR 0127
DSR 0128
DSR 0131
DSR 0139
DSR 0155
M Rate
M Rate
Driver (for Road Roller, Concrete Mixer Truck etc.)
Mate
Painter
Skilled Beldar (for floor rubbing etc.)
Mason (Average)
Conservator
Designer for Arts
day
day
day
day
day
day
day
393.00
328.00
361.00
328.00
377.00
1,650.00
1,000.00
0.3 MATERIAL
The rates of Materials and machinery are as per DSR 2013 and prevailing market rates
DSR 0286 Brick Aggregate 50mm
DSR 0287 Brick Aggregate 40mm
DSR 0293 Stone Aggregate 40mm
DSR 0295 Stone Aggregate (Single size) : 20 mm nominal size
DSR 0297 Stone Aggregate (Single size) : 20 mm nominal size
DSR 0305 Bamboo Battens 25mm 2.5 M long
DSR 0308 Bhusa
DSR 0362 Brick Bats
DSR 0367 Portland Cement
DSR 0373 Cramp Gun metal 25x6x300 mm
DSR 0771 Kerosene Oil
DSR 0773 Unslaked lime
DSR 0784 Marble dust
Ready mixed pink or grey primer on wood work (hard and soft wood) having VOC
DSR 0806
content less than 50 grams/ litre
DSR 0811 Mud (dry)
DSR 0859 Oil type wood preservative
DSR 0874 Black colour dark shade pigment
DSR 0875 Red oxide
DSR 0982 coarse sand zone III
DSR 0983 Fine Sand zone IV
DSR 1002 Mild steel round bar 12 mm dia and below
DSR 1007 Structural steel such as tees, angles channels and R.S. joists
DSR 1010 Mild Steel Plates
DSR 1024 Galvanised steel bolts & nuts
DSR 1189 Second class teak wood in scantling
DSR 1154 Through and bond stone
DSR 1157 Stone for masonry work
DSR 1159 Sand dust
DSR 1160 Red sand stone block
DSR 1161 White sand stone block
DSR 1163 White sand stone slab 75 mm thick (un-dressed)
DSR 1164 Red sand stone slab 40 mm thick (Indressed)
DSR 1165 White sand stone slab 40 mm thick (Indressed)
DSR 1166 Red sand stone slab 30 mm thick (Indressed)
DSR 1168 Kota stone slab 20 mm to 25 mm thick (semi- polished)
DSR 1169 Kota stone slab 25mm thick (rough chiseled)
DSR 1174 Red sand stone slab 45 mm to 50 mm thick (un-dressed)
DSR 1175 White sand stone slab 45 mm to 50 mm thick (un-dressed)
DSR 1182 Surkhi
DSR 1219 wire nails
DSR 1220 wire mesh
DSR 1235 Diesel oil
DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical device
DSR 1984 Common burnt clay F.P.S. (non modular) of bricks class designation 10
Cum
Cum
Cum
Cum
Cum
Score
Quintal
Cum
tonne
Each
Lit
Quintal
Cum
lit
500.00
510.00
1,000.00
1,200.00
1,050.00
350.00
400.00
500.00
6,600.00
80.00
60.00
800.00
1,000.00
120.00
Cum
lit
Kg
Cum
Cum
Cum
quintal
quintal
Quintal
Exch
1cum
100 nos
Cum
Cum
10cudm
10cudm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Cum
Kg
Sqm
lit
m
1000 nos.
60.00
80.00
55.00
75.00
1,120.00
650.00
4,500.00
4,650.00
4,700.00
12.00
66,000.00
1,200.00
700.00
1,000.00
65.00
70.00
300.00
190.00
215.00
130.00
357.00
210.00
172.00
225.00
700.00
60.00
45.00
48.63
9.00
4,800.00
DSR 2602
Common burnt clay F.P.S. (non modular) of bricks class designation 7.5
1000 Nos
4,800.00
DSR 2750
DSR 6001
8 mm thick Raj Nagar white (mirror polished of all shades)
White marble slab Makrana second quality plain veined 18 mm thick
Sqm
Sqm
500.00
2,375.00
DSR 6007
DSR 6010
DSR 6019
DSR 7071
DSR 7266
DSR 7296
Sqm
Sqm
Sqm
Sqm
1000 Nos.
Sqm
DSR 7850
DSR 8666
Pink marble slab plain 18 mm thick
Udaypur green marble slab plain 18 mm thick
Black Zebra marble slab plain 18 mm thick
White marble Raj Nagar plain 18 mm thick upto 0.50 sqm area
Pressed clay tiles 20mm thick 250x250 mm size
Granite of any colour, 30 mm thick (slab area upto 0.50 sqm)
Raj nagar plain white marble (table rubbed and polished) 18 mm thick (slab area
more than 0.50 sqm)
Agaria White marble slab plain 18 mm thick
Stainless steel screws 25 mm x4 mm
DSR 8737
Stainless steel wire guage (Grade-304) aperture 1.4 mm and 0.50 mm dia wire
Sqm
DSR 9999
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
M Rate
Sundries
Laterite stone
Heritage Floor Tile
Heritage Skirting Tile
Brick aggregate 25mm
Brick aggregate 20mm
Washing soap
Alum
Fuel Cost for running the miller
5 % crude oil by weight of lime
Bonding Agent (Nitobond SBR)
Polimer
Grouting Machine
Stone cutter machine
Running cost for upkeep of mortar mill
Tiles average size of 200mmx125mmx6mm
Bamboo Battens 25mm 3.3 M long
Rope
Bricks
Traditional Bricks
Micro sand
Burnt Earthern Pot
Bond stone of size 450x200x50
Non Ionic Soap
Lime stone of size 15"x9"x7"
L.S
Sqm
Sqm
Sqm
Cum
Cum
Kg
Kg
lit
Kg
Lit
Lit
day
day
day
1000 nos
No
Kg
No
No
Kg
No
No
Lit
No
DSR 7453
750.00
825.00
650.00
770.00
12,150.00
2,300.00
Sqm
1,100.00
Sqm
100 nos
1,430.00
32.00
830.00
1.70
1,050.00
2,044.40
1,614.00
500.00
550.00
125.00
75.00
60.00
100.00
400.00
1,000.00
1,000.00
650.00
800.00
3,000.00
462.00
50.00
7.00
12.00
5.00
12.00
150.00
150.00
34.00
0.4 CARRIAGE CODES
DSR 2201
DSR 2202
DSR 2203
DSR 2205
DSR 2206
DSR 2207
DSR 2208
DSR 2209
DSR 2215
DSR 2216
DSR 2260
DSR 2261
DSR 2264
DSR 2266
DSR 2267
DSR 2268
DSR 2342
Carriage of bricks
Carriage of stone aggregate
Carriage of coarse sand zone III
Carriage of steels
Carriage of stone aggregate 40 mm nominal size and above
Carriage of brick tiles
Carriage of lime
Carriage of cement
Carriage of Soling stone & masonry stone
Carriage of stone blocks white & red sand stone & kota stone slab
Carriage of Brick Aggregates
Carriage of fine sand zone IV
Carriage of rubbish
Carriage of surkhi
Carriage of sand dust
Carriage of marble dust and/or marble chips
Carriage of Solvent / Diesel.
0.5 DSR ITEMS
Centering and shuttering including strutting, propping etc. and removal of form
DSR 5.9.9.
for Arches, domes, vaults up to 6 m span.
DSR 3.8
Cement Mortar 1:3 (1 Cement: 3 Coarse Sand)
DSR 3.18 Mud Mortar
Demolishing lime concrete manually/ by mechanical means and disposal of
DSR 15.1
material within 50 metres lead as per direction of Engineerin- charge.
L.S
Cum
Cum
tone
Cum
1000 Nos
Cum
tonne
Cum
tonne
Cum
Cum
Cum
cum
Cum
cum
Quintal
284.39
106.64
106.64
94.80
115.92
170.63
106.64
94.80
125.47
94.80
115.92
106.64
106.64
106.64
106.64
106.64
10.66
Sqm
1,006.65
Cum
Cum
4,347.70
366.20
Cum
281.45
DSR 15.26
Demolishing brick tile covering in terracing including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
Sqm
36.95
DSR 18.78
Making chases up to 7.5x7.5 cm in walls including making good and finishing
with matching surface after housing G.I. pipe etc
m
77.65
INTACH SOR
S NO Description of Items
1. SITE CLEARANCE
Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr carefully without damaging the buried architectural parts of the building and 1.1
collect all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge. All kinds of soil
Unit Rate in Rs
Cum
434.95
1.2
Scientific debris to be done manually using sieve as per the direction of the conservation architect. All antiquities and historic remains to be classified and documentated photographically before numbering and storing them in the office
Cum
594.12
1.3
Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead.
Cum
372.27
2.1
Removing of old sulphated lime wash/white or colour wash in multiple applications without causing damage to the surface below. Scrubbing (not by scraping which leaves surfaces scarred and scratched ) with bristle brushes and hot water ( Care to be taken if the surface is weak one it will break down). Hot water should be used if the limewash has Sqm
an oil or tallow binder. Gentle cleaning with air abrasive tools can be used if the wall surface is not very week.The final clean will almost invariably have to be carried out by hand scrubbing and rinsed with clean water on completion. The work should be done under supervision of a trained conservator.
451.93
2.2
Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel sections using Micro sand with the help of pressure pump. from
steel sections using Micro sand with the help of pressure pump
Sqm
q
293.33
Sqm
133.15
2. SURFACE CLEANING AND BONDING
Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH Value is 7.
3.0 LIME MORTAR Preparation of Lime Mortar 1:3 (1 Lime: 3 Sand)
2.3
Construct two tanks at ground level. One for slaking of lime and other for storage of slaked lime. Slake the lime in the tank mixing it with water. Water should be sufficiently more and above the lime. Mix and stir with wooden solid pole for three days under the supervision of conservation Architect. Sieve the sand passing through 4.75mm sieve set. Take one part of slaked lime in a container and 3 parts of sieved sand in the same size container Place these materials in a lime mortar miller Grind the mix for a 12 to 15 minutes Remove the mix from the miller and stack it in a storage tank for maturity period of 4 to 5 days.
A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes between 4mm and 0.125mm, with the largest proportion of grains at the mid‐point sieve fractions.
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.12
Lime Mortar 1:1 ( 1 Slaked lime :1 fine sand)
Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)
Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 Coarse sand)
Lime mortar 1:1.5:1.5 ( 1 Slaked lime:1.5 surkhi:1.5 Coarse sand)
Lime Mortar 1:2 ( 1 Slaked lime: 2 Surkhi)
Lime Mortar 1:2:1 ( 1 Slaked lime : 2 Surkhi:1 fine sand)
Lime Mortar 1:2 ( 1 Slaked lime: 2 Coarse Sand)
Lime Mortar 1:2 ( 1 Slaked lime: 2 Fine sand)
Lime Mortar 1:3 ( 1 Slaked lime: 3 Coarse Sand)
Lime Mortar 1:1:2 ( 1 Slaked lime: 1Surkhi:2 Coarse Sand)
Lime Mortar 1:1:2 ( 1 Slaked lime: 1Surkhi:2 fine Sand)
Lime Mortar 1:3 ( 1 Slaked lime: 3 fine Sand)
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
9,142.95
8,232.80
6,806.02
6,319.53
6,565.11
7,571.58
7,005.52
8,256.64
7,588.17
6,397.70
7,679.30
8,782.53
3.13 Lime Mortar 1:2 ( 1 Slaked lime: 2 Marble dust)
3.14 Kafgi Lime Mortar 3:4: 8( 3 Slaked lime :4 coarse sand: 8 surkhi)
3.14.1 Khafgi mix with cement 8:1(8 Khafgi: 1cement)
3.15 Lime Mortar 1:3:6 ( 1 Slaked lime: 3Surkhi:6 Coarse Sand)
3.16 Mud Mortar 1:3:1 ( 1 Slake Lime : 3 Mortar:1 Coarse sand Sand)
3.17 Mud Mortar
4. LIME CONCRETE
Providing and laying lime concrete in footings and bases excluding cost of centring and 4.1
shuttering
With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty 4.1.1
:1 surkhi : 1 fine sand
With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty 4.1.2
:1 surkhi : 1 coarse sand
With graded brick aggregate 40mm nominal size and 40% mortar comprising of 1 lime 4.1.3
putty :1 surkhi : 1 fine sand
Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 4.2 50% mortar comprising of 1 lime putty : 2 surkhi rammed excluding cost of centring and shuttering
50mm lime concrete flooring laid on existing base afte the damage floor up to 40mm 4.3 average thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 lime putty: 2 Surkhi) rammed and finished with lime putty complete
Providing and laying lime concrete with graded brick bats nominal size and lime mortar 4.4 compromising of 1 lime putty 1 Surkhi and 1 coarse sand rammed and finished with gur and belgiri treatment complete
Providing and laying lime concrete with broken brick aggregate of 40mm nominal size 4.5 and lime mortar compromising of 1 lime putty 1 Surkhi and 1 coarse sand rammed and fi i h d i h
finished with gur and belgiri treatment complete
db l i i
l
4.6
Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1lime putty: 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parpet wall complete
Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6 (1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment
Plinth Area Protection using Lime concrete and brick tiles around the building to prevent 4.8
entry of water by dampness and capilarry rise
5. BRICK MASONRY
Traditional Bricks
4.7
5.1
5.2
5.3
Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand) Traditional Brick work in plain arches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi).
Traditional Brick work in gauged arches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi).
Cum
Cum
Cum
Cum
Cum
Cum
6,891.19
5,904.21
8,517.74
5,511.77
4,989.45
759.20
Cum
7,461.59
Cum
6,569.66
Cum
6,309.73
Cum
11,441.03
Sqm
910.43
Sqm
841.74
Sqm
1,109.30
Cum
9,341.38
Cum
8,729.65
sqm
3,352.09
Cum
38,974.17
Cum
44,133.67
Cum
45,286.82
Regular Bricks
Brick work with bricks of class designation 7.5 in foundation and plinth in
5.4
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Brick work with bricks of class designation 7.5 in superstructure up to two level
5.5
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
5.6 Extra for brick in Square or rectangular pillars
Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 5.7
lime putty:1 surkhi:1 fine sand)
Brick work in plain arches including centering and shuttering complete for span up to 6 5.8 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).
Brick work in gauged arches including centering and shuttering complete for span up to 6 5.9 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).
Brick Tile Work
5.10
Cum
8,809.80
Cum
9,613.35
Cum
504.50
Cum
1,117.99
Cum
12,533.71
Cum
14,418.27
Cum
14,085.47
Cum
16,129.77
Cum
16,211.13
Sqm
692.89
Random rubble masonry with hard stones in foundation and plinth including levelling with lime concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth Cum
level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
6,341.59
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure in lime mortar 1:3 (1 lime putty : 3 coarse sand).
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including centering and shuttering complete
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class 5.12 designation 10 in gauged arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including centering and shuttering complete
Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile 5.13
bricks of class designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)
6
STONE MASONRY
6. STONE MASONRY
Random Rubble Masonry
5.11
6.1
Random rubble masonry with hard stones in superstructure including levelling with lime concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Coursed Rubble Masonry
Coursed rubble masonry in first sort with hard stones in foundation and plinth including 6.3 levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1course sand)
Coursed rubble masonry in second sort with hard stones in foundation and plinth 6.4 including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 fine sand)
Coursed rubble masonry with hard stone (first or second sort) in superstructure above 6.5
plinth level and upto two floor level
6.5.1 Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)
6.2
6.5.2 Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)
Cum
7,135.87
Cum
5,688.89
Cum
5,386.22
Cum
6,385.56
Cum
6,093.17
Ashlar Masonry
Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1 6.6 surkhi:1 fine sand) including pointing with lime mortar and an admixture of pigmen matching the stoneshade.
6.6.1 One face dressed
6.6.1.1 Red sand stone
6.6.1.2 White sand stone
6.6.2 Both face dressed
6.6.2.1 Red sand stone
6.6.2.2 White sand stone
6.6.2.3 Lime Stone
Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse 6.7 sand) including centring, shuttering and pointing with lime mortar and an admixture of pigment matching the stone shade
6.7.1 One face dressed
6.7.1.1 Red sand stone
6.7.1.2 White sand stone
6.7.2 Both face dressed
6.7.2.1 Red sand stone
6.7.2.2 White sand stone
Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including 6.8 centring, shuttering and pointing with lime mortar and an admixture of pigment matching the stone shade.
6.8.1 One face dressed
6.8.1.1 Red sand stone
6.8.1.2 White sand stone
6 8 2 Both face dressed
6.8.2
B hf
d
d
6.8.2.1 Red sand stone
6.8.2.2 White sand stone
7. FLOORING
Stone Flooring
7.1
7.1.1
7.1.2
7.1.3
7.1.4
7.1.5
7.1.6
7.2
7.3
7.4
Cum
Cum
30,640.50
31,316.52
Cum
Cum
cum
38,786.24
39,102.47
35,456.51
Cum
Cum
35,799.80
36,573.94
Cum
Cum
44,043.66
44,817.80
Cum
Cum
47,919.70
48,693.84
Cum
Cum
72,021.29
72,795.43
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
3,927.19
1,783.35
2,659.58
1,623.07
1,856.82
1,756.64
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1 coarse sand) laid and jointed , including rubbing and polishing complete with
Makrana white second quality
Raj Nagar plain
Agaria White
Black zebra
Udaipur green marble
Pink plain marble
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry mixed with pigment to match the shade of the slab, including rubbing and polishing Sqm
complete with base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)
25mm thick
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime Sqm
slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
Laterite stone flooring with 18 mm thick Laterite stone as per sample of Laterite approved by Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:4 (1 lime : 4 Sqm
coarse sand) laid and jointed withlime slurry including rubbing and polishing complete with :
1,271.69
1,352.09
2,272.37
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with joints finished flush.
7.5.1 Red sand stone
7.5.2 White sand stone
7.5
7.6
Sqm
Sqm
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 ( 1lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) Sqm
with an admixture of pigment to match the shade of stone.
7.6.1 Red sand stone
7.6.2 White sand stone
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 7.7
1:1:1 (1 lime: 1 surkhi:1coarse sand) with joints finished flush.
7.7.1 Red sand stone
7.7.2 White sand stone
40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime :3 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 7.8
stone dust) admixed with pigment to match the shade of stone and pointing with same mortar
7.8.1 Red sand stone
7.8.2 White sand stone
842.42
874.36
Sqm
Sqm
906.13
938.07
7.9
Sqm
7.10
Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor.
18mm thick
Sqm
7.11
Laying lime flooring‐Providing and laying lime concrete(1 lime:3 brick bats) up to 100mm thickness tamping and compacting properly which is follwed by laying of Lime mortar 1:3 up to a thickness of 20mm.Rework on it to get desired smooth surface Sqm
7.13
Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse Sqm
sand) with joints finished flush.
Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse Sqm
sand) with joints finished flush.
8. ROOFING
Providing and laying flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 8.1 lime: 2 fine sand) mixed with 5% crude oil by weight of lime, over 12mm layer of lime mortar 1:2 (1 lime: 2 fine sand) 704.45
736.39
Sqm
40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps. complete
7.12
727.16
759.10
Sqm
571.63
649.74
3,211.69
2,690.71
624.91
8.2
Removing brick tiles from 50 to 6cm thick lime terrace and relaying an average thickness 7.5cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi) rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class designation 100 to 50 mm thick red sand stone grouted with lime mortar 1:3(1 Lime: 3 Fine sand) with 5% crude oil by weight of lime over 20mm layer of lime mortar 1:3 (1 lime : 3 fine sand)
Sqm
751.35
8.3
Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per approved pattern on bamboo frame work complete
Sqm
1,401.98
8.4
Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per approved pattern on Teak wooden frame work complete
Sqm
2,928.94
8.5
Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix Sqm
10,444.98
Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden karries or R.C.C. battens or structural steel sections (karries or battens or structural steel Sqm
915.62
8.6
sections to be separetely), including pointing the ceiling joints with lime mortar 1:3 complete:
Roofing with pot‐Providing and laying burnt earthen pots over and between lime 8.7 concrete/mud mortar using pots of max dia 150mm to 200 mm and pack the gaps Sqm
1,138.40
between pots with Lime Mortar (1:3)
9. FINISHING
Preparation of Lime Plaster
Mix lime mortar to the lime water which is to be applied with natutal additives like jaggery, soapnut, bhel fruit, etc Preparation of surface
Wet the surface. Remove all the dust particles .Apply lime plaster up to required thickness . Rework on the plaster to 9 1 Lime plaster 1:3 (1 Slaked lime : 3 Coarse sand)
9.1
Li
l
1 3 (1 Sl k d li
3 C
d)
9.1.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm
1,019.53
9.1.2 15mm thick‐ single coat
9.1.3 12mm thick‐ single coat
9.2 Lime plaster 1:1:1 (1 lime putty : 1 surkhi: 1 finesand)
Sqm
Sqm
975.47
949.02
9.2.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm
1,032.48
9.2.2 15mm thick‐ single coat
9.2.3 12mm thick‐ single coat
9.3 Lime plaster 1:2:1 (1 lime putty : 2 Coarse sand:1 surkhi)
Sqm
Sqm
987.06
954.07
9.3.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm
988.56
9.3.2 15mm thick‐ single coat
9.3.3 12mm thick‐ single coat
9.4 Lime Plaster 1:2 (1 lime : 2 surkhi) Sqm
Sqm
955.86
929.11
9.4.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm
992.92
9.4.2 15mm thick
9.4.3 12mm thick
9.5 Lime Plaster 1:2 (1 lime : 2 Coarse Sand) 20mm thick
Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by 9.6
grinding to fine paste for smooth finish
Preparing and applying of lime mortar plaster 1 Lime:2 fine sand up to a thickness of 9.7
3mm over the lime mortar plaster laid.
Plastering of the dome in lime mortar 1:1:1(1 Lime:1 surkhi:1 coarse sand) of 100mm 9.8
thickness
9.9 Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand) sqm
Sqm
Sqm
953.65
927.34
1,004.37
sqm
424.67
Sqm
291.33
Sqm
1,163.34
Sqm
951.92
Ornamental Plaster work
Making cornice band with ornamental design as per the conservation Architect's design 9.10
with lime plaster (1lime:3 finesand) 9.10.1 Size 150mm wide and 50mm average thick
9.10.2 Size 100mm wide and 50mm average thick
9.10.3 Size 50mm wide and 50mm average thick
Repairing ornamental plaster works to match with the existing design using lime plaster 9.11
(1lime putty:1surkhi)
Stucco work in lime, surkhi(1:2) as per traditional practices and design, the mortar should 9.12 be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.
Lime Pointing
9.13 Raised and cut lime pointing 1:2 (1 Lime:2 surkhi) 9.13.1 In stonework
9.13.2 In Brickwork
9.14 Recessed lime pointing 1:2 (1 Lime:2 surkhi)
9.14.1 In stonework
9.14.2 In Brickwork
9.15 Flush / Ruled/Struck or Weatheredd lime pointing 1:2 (1 Lime:2 surkhi)
9.15.1 In stonework
9.15.2 In Brickwork
9.16 Ruled Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)
Struck or weathered Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 9.17
Surkhi)
Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1 9.18
(1Lime:1coarse sand:1Brick jeera)
R
i i
f k d
j i
f A hl
b
i li
111
Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1 9.19
(1Lime:1coarse sand:1 Surkhi)
10. STONE WORKS
Wall Lining works
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) 10.1 including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
Red sand stone ‐ exposed face fine dressed with rough backing.
10.1.1 70 mm thick
10.1.2 60 mm thick
10.1.3 50 mm thick
10.1.4 40 mm thick
10.1.5 30 mm thick
10.2
10.2.1
10.2.2
10.2.3
10.2.4
10.2.5
10.3
10.3.1
10.3.2
10.3.3
10.3.4
10.3.5
M
M
M
792.75
577.41
573.64
Sqm
3,294.11
Sqm
2,592.02
Sqm
Sqm
309.33
305.14
Sqm
Sqm
207.12
177.44
Sqm
275.41
183.45
337.19
Sqm
339.07
Sqm
415.90
Sqm
321.34
Sqm
Sqm
Sqm
Sqm
Sqm
2,889.90
2,766.26
2,584.90
2,336.93
2,232.92
Sqm
Sqm
Sqm
Sqm
Sqm
3,883.05
3,709.93
3,574.32
3,379.48
3,255.72
Sqm
Sqm
Sqm
Sqm
Sqm
3,125.71
2,964.59
2,845.36
2,691.72
2,560.22
Red sand stone ‐ Exposed face machine cut and table rubbed with rough backing
70 mm thick
60 mm thick
50 mm thick
40 mm thick
30 mm thick
White sand stone ‐ exposed face fine dressed with rough backing .
70 mm thick
60 mm thick
50 mm thick
40 mm thick
30 mm thick
10.4
10.4.1
10.4.2
10.4.3
10.4.4
10.4.5
10.5
White sand stone ‐ Exposed face machine cut and table rubbed with rough backing
70 mm thick
60 mm thick
50 mm thick
40 mm thick
30 mm thick
25mm thick Kota stone slabs exposed face dressed and rubbed
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
3,927.37
3,782.04
3,644.62
3,493.37
3,361.87
1,601.59
10.6
Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 20 mm thick bed of lime mortar 1:3 (1 lime : 3 coarse sand) i/c ruled pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer‐incharge
Sqm
1,624.11
10.7
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement Sqm
: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).
3,426.46
10 8
10.8
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer work), backing filled with a grout of average 20 mm thick in lime mortar 1:3 (1 lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 t 1 3 (1 li
3
d) i l di
i ti
ith li
t 1 2 (1 li
2
SSqm
marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).
4,120.22
4
120 22
10.9
Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in lime mortar 1:2 (1lime : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required
10.10
Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design Each
in lime mortar 1:2 (1 lime : 2 coarse sand), including making the necessary chases.
Kg
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones 10.11 in stone wall lining in lime mortar 1:2 (1lime : 2coarse sand), including making the Each
necessary chases.
Sunshade, Brackets and others
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including 10.12 providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 Each
cm long 6 mm dia as per design
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on Sqm
10.13
and including with bricks cove in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone shade
10.13.1 Red sand stone With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
10.13.2 White sand stone With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
680.16
41.34
34.92
3,433.20
1,851.51
1,891.44
Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar 1:3 (1 lime : 3 coarse sand) including pointing in lime mortar 10.14
1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone shade
10.14.1 Red Sand stone
10.14.2 White Sand stone
10.15
Sqm
Sqm
30 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets, fixed in walls with lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete
1,187.20
1,288.39
1,600.93
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick 10.16 in lime mortar 1:6 (1 lime : 6 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment matching the stone shade
10.16.1 Red Sand stone
10.16.2 White Sand stone
Cum
Cum
49,495.21
50,737.35
Sqm
Sqm
14,553.66
14,668.00
10.18.1 Red Sand stone
Sqm
10.18.2 White Sand stone
Sqm
11. REPAIRS AND RECONSTRUCTION
11
REPAIRS AND RECONSTRUCTION
Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, preparation of mortar by traditional practice Sqm
11.1
(by hand grinder) in 3 course & loi, tamping, beating, till the shrinkage cracks are disappear disposal of rubbish to the dumping ground within 50 metres lead with lime moratr 1:2 (1 lime: 2 surkhi)
824.20
891.92
Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3 10.17 coarse sand), including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc
10.17.1 Red Sand stone
10.17.2 White Sand stone
10.18
Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1 lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.
1,354.73
11.2
Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead.
Sqm
427.27
11.3
Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2 (lime putty : 2surkhi) rammed and finished with gur and belgiri treatment Sqm
complete and covered with flat brick tiles of class designation 100 or 50mm thick red sand stone grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with 5% of crude oil by weight of lime, over 12mm layer of lime mortar 1:3(1lime:2 fine sand) 2,071.37
11.4
Replacing sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime :34 coarse sand), including necessary repairs and lime pointing with same mortar complete, including disposal of rubbish to dumping ground within 50 metres of lead :
11.4.1 Red/ white sand stone slabs 30 to 50 mm thick
11.4.2 Granite /Marble stone slabs
Sqm
Sqm
918.79
4,076.41
11.5
Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork atleast 75mm deep from both faces of wall at plinth height. The cavities formed must be cleaned by flushing with clean water. The clean surface with open cavities are next treated with limewater to attempt to consolidate the friable areas. The consolidation treatment is followed by pressure grouting with a line of close‐spaced drilling (average 150mm centres) to be made and silicone solutions in solvent and the siliconate/latex mixture are pumped in under pressure.
Stone consolidation‐removing the loose/damaged stone and reconsolidating with new stone/reusable stone with lime mortar(1:3) wherever ncessary
12. TREATMENT OF CRACKS
11.6
M
2,688.87
Cum
5,642.86
12.1
Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry work including scrapping of loose jointing material from cracks. The inner side to be filled/pointed with polymer mixed lime mortar with wooden trowel and fixing grouting nipple from outer side as directed by Architect. Then apply polymer based lime mortar by injection grouting through 5mm diameter nozzle through the pre fix nipple up to total thickness of existing stone wall and removing the PVC nipple pipe, lime moratr of mix lime & sand 1:1 mix with polymer using katha or other additives to achieve require matching colour and including cost of all materials, labour, machinery, equipment, curing and cleaning the site as directed.
12.2
Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints of brick work with hooks/nails etc. complete so as to receiving the plastering work sqm
over chicken mesh as per the direction of Engineer‐in‐charge.
12.3
Steel rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and aradite mixture in such a way that the entire length of the rod is in complete contact of the stone and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position.
No
191.30
12.4
Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing, grooving the brick masonry and inserting the stone lintel. All around the stone, lime mortar should be properly packed .
No
253.79
12.5
Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse
Sqm
981.47
12.6
Providing and placing of anchors in cored holes of predefined lengths, diameters & locations obtained as output from analysis of the simulated model of the bridge using existing material properties and geometrical conditions Coring should be done by use of high speed low vibratory coring machine with diamond core bits. It should impart minimal or no vibration to the structure being strengthened. The coring motor & bit should be capable to core at least upto 3m in straight line.
13.1.1 For thickness of tiles 10 mm to 25 mm.
Sqm
111.70
13.1.2 For thickness of tiles above 25 mm and up to 40 mm.
Sqm
140.43
M
71.53
1,162.78
13.DISMANTLING AND DEMOLISHING
13.1
Dismantling tile work in floors and roofs laid in lime mortar including stacking material within 50 metres lead For thickness of tiles .
13.2
Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging the suurface below it. Caution: Workers have to wear helmet,safety belt and safety gloves
Methodology: i. Erect scaffolding enabling the safe platform to work ii. Use precise tools like scalpe etc, to remove the plaster iii. Take precaution such that surface below the plaster is not damaged.
13.3
Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very slowly and carfully with scooping rods, then washing complete with hand spray Sqm
pump. Preparing the surface for replastering including disposal of rubbish with 250m lead
Sqm
Raking out joints of brick masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the Sqm
13.4
surface for re‐pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead.
14. WOOD REPAIR WORKS
14.1
Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts
15.3
213.66
423.82
m
1,357.90
m
1,153.51
Sqm
1,094.48
Removing the present treatment of APP mineral finish given on the terraces and reach the Removing
the present treatment of APP mineral finish given on the terraces and reach the
Sqm
sound surface below the APP and cleaning the surface to reach the sound surface.
120.00
Reinforcing timber beams with flitch plates that is sandwiched between to increase the sstrenght of beams
Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of 14.3
the beam
Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the 14.4 work needs to completed in similar application and then smoothen and finished as per the Engineer incharge.
15. ADDITIONAL ITEMS (WATER PROOFING, SURFACE CONSOLIDATION)
15.2
227.54
No
14.2
15.1
291.10
Repairing of the cracks and the junctions at the terraces with Cement & Latex putty, so as to make them water tight and providing the Concave shaped Gola all along the periphery m
of the terraces.
Providing and applying Single component Coloured acrylic elastomeric coating in two coats of SHALICRYL 215 2nd coat after touch dry of 1st coat as per the manufacturers Sqm
specification or strictly as per Engineer In‐ Charge.
65.00
280.00
15.4
Over insulation directly providing and laying specially formulated elastomeric single‐ply 45 mil (1.2 mm) EPDM non‐reinforced (Ethylene, Propylene, Diene Terpolymer) membrane like SURE SEAL non‐reinforced black 45 mil or approved equivalent with minimum Roll width 6 meters. Membrane shall be laid loose. Overlap joint shall be made using SecurTape technology. Membrane shall have minimum of 75mm side and end laps which shall be sealed with highly formulated double sided SECUR TAPE. Membrane shall be able to resist 40mtr. head pressure, with tensile strength of > 11.3 mpa, elongation > 500% and water vapour diffusion of < 24'000 microns, Tear resistance to ASTM D624, Die C dimensional change < ‐0.7%. 100% UV resistance, Ozone resistance according to ASTM D1149, The membrane shall be taken to a height of 300mm of the parapet wall or adjoining wall & fixed with HP fastener and sealed with Sealant and Water cutoff mastic. The membrane shall be covered with the geo‐textile membrane for the protection of EPDM membrane to avoid getting membrane punctured while working further. Sqm
720.00
15.5
Providing and Laying SHALIMAGIC (1:1) on Horizontal surface admixed with water at required dosage as per the manufacturers specification, as directed by Engineer Incharge.
Sqm
105.00
15.6
MEMBRANE APPLICATION
Starting at low point from the roof, unroll the STP LTD. APP membrane SUPER THERMOLAY (4mm ) once the priming coat with SHALITEX PRIMER of STP LTD is dried. Align the roll correctly roll it half in alignment before torching. Avoid shifting of the membrane while torching. Use gas burner to heat substrate and underside to softening points. When the embossing disappears, roll forward and press firmly against substrate to bond from the lower end toward and press firmly against substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and end over laps. Sqm
Once the half of the roll is torched properly to the substrate, unroll the balance roll and repeat the process. An overlap of 75‐ mm shall be maintained for all the continuing sides. Heating shall be done on both the membranes to be overlapped and pressed firmly with the help of round shape trowel. The care shall be taken to leave no gap at any point in the overlapped area. If noticed, reheating shall be done to seal it.
Providing and Laying Of China Mosaic Tiles in white cement on membrane based water proofing as sacrificial layer
Repairing of Grooves and the cracks available on the terrace with POLYMERIC Putty 15.8
prepared by admixing with Cement mortars / neat cement. Providing and laying PCC in panels of 3m X 3m with the Average thickness of 30‐40 mm in the ratio of 1:2:4 admixing the integral waterproofing compound as per IS: 2645 and 15.9
reinforcing with RECRON 3S fibers so as to attain the proper slope and protection for the EPDM membrane system. 15.10 Filling the PU sealant in the grooves of the panels of PCC laid over the terrace.
Water proofing for lime terrace deck slab including preparation of the surface : The top surface should be cleaned of all dirt, loose material & kept dry. In case of pot holes / f
h ld b l
d f ll di l
i l&k
d I
f
h l /
cracks, the same shall be repaired with E‐3‐HP ( epoxy grouting system ) Shalimer 456 ( 15.11
Epoxy mortar) or SBR emulsion of Dr Fix.. After repairing the surface a layer of galvanized chicken mesh should be laid and finished with 20 mm thick lime mortar of 1: 2 ( 1 lime : 2 coarse sand ).
15.7
430.00
Sqm
300.00
Sqm
100.00
Sqm
405.00
m
185.00
Sqm
232.2
Starting at low point from the roof, unroll the STP Superthermolay 3mm (with polyster) (36 kgs)( 1 Mtr X 10 Mtr) or APP Torchshield ( with polyester ) of Dr. FIX, roll once the priming coat is dried. Align the roll correctly and RE‐ roll it half in alignment befor torching. Avoid shifting of the membrane while torching. Use gas burner to heats substrate and underside to softening points. When the embossing disappears, roll forward and press firmly against substrate to bond from the Lowe end toward and press firmly against substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and end over laps. Once the half of the roll is torched properly to the substraste, unroll the balance roll and repeat the process. An overlap of 100‐ mm shall be maintained for all the continuing sides. Heating shall be done on both the membranes 15.12
Sqm
to be overlapped and pressed firmly with the help of round shape trowel. The care shall be taken to leave no gap at any point in the overlapped area. If noticed, reheating shall be done to seal it.The places where opening are encountered for rain water down take pipes, the membranes shall be cut open by sharp knife in + sign in the center of an opening. Circular cutting shall not be done. Torching shall be done on the reverse side of these four triangular pieces. Bend all the four pieces inside and tightly pressed against pipe surface. The treatment shall have to terminate at the expansion joint. The curb wall of 4 inches thick shall be constructed on both sides of joint. The height can vary from 300 mm to 500 mm. The curb wall shall be plastered smoothly and corner rounding with polymer‐
modified mortar shall be done before membrane applications starts. 529.64
Exposing the first layer of brick wall using 14mm bit with rotary hammer spacing min. 100mm, max. 150mm at an angle of 45degree to reach the centre of the wall. The 15.13 specialised waterproofing chemical (WACKER 290) to be inserted through drip tanks into these holes for 2‐3 days at a regular liquid flow speed after applying of this DPC liquid one coat of PRO‐TEKA 500 to be applied on the wall surface before plastering
m
Providing and applying of double coat ethyle silicate (Waker OH 100) with soft non ferous 15.14 brush on week surfaces of stone for consolidation of the surface. The second coat has to Sqm
be aplied when the first coat is still wet
Bonding Work for plaster repairing surface : Providing and painting with Dr fix MPB a polymer resin such as acrylic copolymers after properly cleaning the surface from imperative (dust and grease free) to be plastered just before plastering so that the mortar Sqm
15.15
must be applied while the bond coat is still 'sticky'. Conservator must be vigilant as in case the bond coat cures / dries, the original surface must be uncovered and the process started again. 650.00
1500.00
100.00
1.0 SITE CLEARANCE
1.1
Code
DSR 0114
DSR 0115
DSR 0101
DSR 0113
DSR 9999
Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr
carefully without damaging the buried architectural parts of the building and collect all the intact
parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge.
Description
Details of cost for 10 cum
LABOUR
Beldar
Coolie
Bhisti
Chowkidar
Tools and Tackles
Sundries
Unit
Quantity
Rate in Rs
Amount in Rs
Day
day
day
day
L.S
L.S
6.50
4.50
0.40
0.01
25.00
2.73
297.00
297.00
328.00
297.00
1.70
1.70
1,930.50
1,336.50
131.20
2.38
42.50
4.64
day
1.00
297.00
297.00
3,744.72
37.45
3,782.16
567.32
4,349.49
434.95
Additional for sorting of
serviceable and stacking Material
DSR 0115
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Cum
Cost of 1 Cum
1.2
Code
DSR 0114
DSR 0115
DSR 9999
Scientific debris to be done manually using sieve as per the direction of the conservation architect.
All antiquities and historic remains to be classified and documentated photographically before
numbering and storing them in the office
Description
Details of cost for 1 cum
LABOUR
Beldar
Coolie
Sundries
Tools and Tackles
Total
Add water charges 1%
Total
Add CPOH @ 15%
Unit
Day
day
L.S
L.S
Quantity
0.50
1.00
13.83
25.00
Rate
Amount
297.00
297.00
1.70
1.70
148.50
297.00
23.51
42.50
511.51
5.12
516.63
77.49
594.12
Cost of 1 Cum
1.3
Code
DSR 0114
DSR 0115
DSR 9999
Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead.
Description
Details of cost for 1 cum
LABOUR
Beldar
Coolie
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Unit
Day
day
L.S
Cost of 1 Cum
Quantity
0.25
0.75
13.83
Rate
297.00
297.00
1.70
Amount
74.25
222.75
23.51
320.51
3.21
323.72
48.56
372.27
2.0 SURFACE CLEANING AND BONDING
2.1
Code
DSR 0771
M Rate
DSR 0124
DSR 0114
DSR 0128
DSR 9999
Removing of old sulphated lime wash/white or colour wash in multiple applications without causing
damage to the surface below. Scrubbing (not by scraping which leaves surfaces scarred and
scratched ) with bristle brushes and hot water ( Care to be taken if the surface is weak one it will
break down). Hot water should be used if the limewash has an oil or tallow binder. Gentle cleaning
with air abrasive tools can be used if the wall surface is not very week.The final clean will almost
invariably have to be carried out by hand scrubbing and rinsed with clean water on completion. The
work should be done under supervision of a trained conservator.
Description
Details of cost for 10 Sqm
Fuel for hot water
Conservator
Mason
Beldar
Mate
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Unit
lit
day
day
day
day
LS
Quantity
15.00
0.05
0.75
8.50
0.06
55.00
Rate
60.00
1,650.00
361.00
297.00
328.00
1.70
Cost of 1 Sqm
2.2
Code
M Rate
M Rate
DSR 0124
DSR 0114
DSR 0128
DSR 9999
Amount
900.00
82.50
270.75
2,524.50
19.68
93.50
3,890.93
38.91
3,929.84
589.48
4,519.32
451.93
Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel
sections using Micro sand with the help of pressure pump.
Description
Details of cost for 1 Sqm
MATERIAL
Micro Sand
Pressure Pump
LABOUR
Mason
Beldar
Mate
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Unit
Quantity
Rate
Amount
Kg
Day
10.00
0.05
5.00
1,000.00
50.00
50.00
day
day
day
LS
0.05
0.25
0.08
20.00
361.00
297.00
328.00
1.70
18.05
74.25
26.24
34.00
252.54
2.53
255.07
38.26
293.33
Cost of 1 Sqm
2.3
Code
M Rate
DSR 0124
DSR 0114
DSR 0128
DSR 9999
Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of
Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH
Value is 7.
Description
Details of cost for 1 Sqm
MATERIAL
Non Ionic Soap Solution
LABOUR
Mason
Beldar
Mate
Sundries including consumables
Total
Add water charges 5%
Total
Add CPOH @ 15%
Unit
Lit
day
day
day
LS
Cost of 1 Sqm
Quantity
Rate
Amount
0.05
150.00
7.50
0.05
0.10
0.09
15.00
361.00
297.00
328.00
1.70
18.05
29.70
29.52
25.50
110.27
5.51
115.78
17.37
133.15
3.0 LIME MORTAR
A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such
as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes
between 4mm and 0.125mm, with the largest proportion of grains at the mid-point sieve
fractions.
3.1
Code
Lime Mortar 1:1 ( 1 Slaked lime :1 Fine sand)
Description
Unit
Details of cost for 1 cum.
Ref DAR 1972 ( E) Mortars Item No.4 Pg
53
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Quantity
Rate in Rs
Amount in Rs
(0.713 cum. of lime putty = 4.5 q of
unslaked lime) 0775 -DAR 2007
Carriage (1 E- DAR 1972 pg 51 ) carriage
of lime -1 Quintals occupies 0.129 cum
DSR 0773
DSR 0983
DSR 2261
4.51
1.07
1.07
800.00
650.00
115.92
3,608.00
695.18
123.98
0.00
106.64
0.00
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
DSR 0114
DSR 0101
Un Slaked Lime
Quintal
Fine Sand zone(IV)
cum
Carriage of fine sand
cum
Carriage of lime. 4.51q=.58 cum
cum
unslaked lime
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
3.00
3.00
297.00
328.00
891.00
984.00
M Rate
Running cost for upkeep of mortar mill day
1.00
800.00
800.00
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
DSR 2208
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Lit
10.00
60.00
600.00
L.S
52.00
1.70
88.40
Cost of 1 cum say
9,142.95
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
3.2
Code
DSR 0773
DSR 0983
DSR 1182
Lime Mortar 1:1:1 ( 1 Slaked lime :1 surkhi:1 fine sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
3.01
Fine Sand zone(IV)
cum
0.71
Surkhi
cum
0.71
Rate
800.00
650.00
700.00
Amount
2,408.00
463.13
498.75
DSR 0114
DSR 0101
Carriage of lime 3.01q=.48 cum
cum
unslaked lime
Carriage of fine sand
cum
Carriage of surkhi
cum
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
DSR 2208
DSR 2261
DSR 0114
DSR 0101
DSR 0114
DSR 0101
0.39
106.64
41.41
0.48
0.48
115.92
106.64
55.06
50.65
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
3.00
3.00
297.00
328.00
891.00
984.00
1.00
800.00
800.00
Lit
10.00
60.00
600.00
L.S
52.00
1.70
88.40
Cost of 1 cum say
8,232.80
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
3.3
Code
DSR 0773
DSR 0983
DSR 1182
DSR 2208
DSR 2261
Lime Mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 course sand)
Description
Unit
Quantity
Details of cost for 1 cum.
Ref DAR 1972 ( E) Mortars Item No.4 Pg
53
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
3.01
Coarse sand zone III
cum
0.48
Surkhi
cum
0.48
Carriage of lime
cum
0.39
Carriage of coarse sand
cum
0.48
Carriage of surkhi
cum
0.48
LABOUR:
Rate
Amount
800.00
1,120.00
700.00
106.64
106.64
106.64
2,408.00
532.00
332.50
41.41
50.65
50.65
For measuring, carrying, depositing and
mixing
DSR 0114
DSR 0101
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
DSR 0114
DSR 0101
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
2.00
2.00
297.00
328.00
594.00
656.00
M Rate
Running cost for upkeep of mortar mill day
0.50
800.00
400.00
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
5.00
52.00
60.00
1.70
300.00
88.40
6,806.02
DSR 0114
DSR 0101
Lit
L.S
Cost of 1 cum say
DSR 0114
DSR 0101
Lime Mortar 1:1:2 ( 1 Slaked lime :1.5 surkhi:1.5 course sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
2.26
Coarse sand zone III
cum
0.54
Surkhi
cum
0.54
Carriage of lime
cum
0.29
Carriage of coarse sand
cum
0.54
Carriage of surkhi
cum
0.54
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including sieving of sand
Beldar
day
2.00
Bhisti
day
2.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.4
Code
DSR 0773
DSR 0983
DSR 1182
DSR 2208
DSR 2261
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Lit
L.S
Cost of 1 cum say
DSR 0114
DSR 0101
Lime Mortar 1:2 ( 1 Slaked lime:2 surkhi)
Description
Unit
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
Surkhi
cum
Carriage of lime 3.01q=.39 cum
cum
unslaked lime
Carriage of surkhi
cum
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.5
Code
DSR 0773
DSR 1182
DSR 2208
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Lit
L.S
Cost of 1 cum say
Rate
Amount
800.00
1,120.00
700.00
106.64
106.64
106.64
1,809.80
599.20
374.50
31.12
57.05
57.05
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
6,319.53
Quantity
Rate
Amount
3.01
0.95
800.00
700.00
2,408.00
665.00
0.00
106.64
0.00
0.95
106.64
101.31
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
2.00
2.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
6,565.11
DSR 0114
DSR 0101
Lime Mortar 1:2:1 ( 1 Slaked Lime: 2 Surkhi:1 fine sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.356 cum. of lime putty = 2.3 q of
unslaked lime)
Un Slaked Lime
Quintal
2.30
Surkhi
cum
0.71
Fine sand zone IV
cum
0.53
Carriage of lime 3.01q=.48 cum
cum
0.30
unslaked lime
Carriage of surkhi
cum
0.71
Carriage of fine sand
cum
0.53
LABOUR:
For measuring, carrying, depositing and mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including sieving of sand
Beldar
day
3.00
Bhisti
day
3.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.6
Code
DSR 0773
DSR 1182
DSR 1182
DSR 2208
DSR 2266
DSR 2261
DSR 0114
DSR 0101
DSR 0114
DSR 0101
1.00
Rate
Amount
800.00
700.00
650.00
1,840.00
499.10
347.10
106.64
31.64
106.64
115.92
76.03
61.90
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
328.00
891.00
984.00
800.00
800.00
Lit
10.00
60.00
600.00
L.S
52.00
1.70
88.40
Cost of 1 cum say
7,571.58
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
DSR 0114
DSR 0101
Lime Mortar 1:2 ( 1 Slaked lime :2 coarse sand)
Description
Unit
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
Coarse sand zone III
cum
Carriage of lime 3.01q=.48 cum
cum
unslaked lime
Carriage of coarse sand
cum
LABOUR:
For measuring, carrying, depositing and mixing
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
M Rate
Running cost for upkeep of mortar mill day
3.7
Code
DSR 0773
DSR 1182
DSR 2208
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Quantity
Rate
Amount
3.01
0.95
800.00
1,120.00
2,408.00
1,064.00
0.39
106.64
41.41
0.95
106.64
101.31
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
2.00
2.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
Lit
L.S
Cost of 1 cum say
5.00
52.00
60.00
1.70
DSR 0114
DSR 0101
Lime Mortar 1:2 ( 1 Slaked lime:2 fine sand)
Description
Unit
Quantity
Rate
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
3.01
800.00
Fine sand zone IV
cum
1.43
650.00
Carriage of lime 3.01q=.48 cum
cum
0.39
106.64
unslaked lime
Carriage of coarse sand
cum
1.43
115.92
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
0.90
297.00
Bhisti
day
0.45
328.00
For Slaking of lime
Beldar
day
1.50
297.00
Bhisti
day
1.50
328.00
Preparation of Lime Mortar including
sieving of sand
Beldar
day
3.00
297.00
Bhisti
day
3.00
328.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.8
Code
DSR 0773
DSR 0983
DSR 2208
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Lit
L.S
Cost of 1 cum say
300.00
88.40
7,005.52
Amount
2,408.00
926.25
41.41
165.19
267.30
147.60
445.50
492.00
891.00
984.00
1.00
800.00
800.00
10.00
52.00
60.00
1.70
600.00
88.40
8,256.64
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
3.9
Code
DSR 0773
DSR 0982
DSR 2208
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
DSR 0114
DSR 0101
Lime Mortar 1:3 ( 1 Slaked lime :3 Coarse sand)
Description
Unit
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
Coarse sand zone III
cum
Carriage of lime
cum
Carriage of coarse sand
cum
LABOUR:
For measuring, carrying, depositing and mixing
Beldar
day
Bhisti
day
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
Quantity
Rate
Amount
3.01
1.43
0.39
1.43
800.00
1,120.00
106.64
106.64
2,408.00
1,596.00
41.41
151.96
0.90
0.45
297.00
328.00
267.30
147.60
1.50
1.50
297.00
328.00
445.50
492.00
2.00
2.00
297.00
328.00
594.00
656.00
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
Lit
L.S
Cost of 1 cum say
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
7,588.17
DSR 0114
DSR 0101
Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Coarse sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.356 cum. of lime putty = 2.3 q of
unslaked lime)
Un Slaked Lime
Quintal
2.30
Surkhi
cum
0.36
Coarse sand zone III
cum
0.71
Carriage of lime
cum
0.30
Carriage of surkhi
cum
0.36
Carriage of coarse sand
cum
0.48
LABOUR:
For measuring, carrying, depositing and mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including sieving of sand
Beldar
day
2.00
Bhisti
day
2.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.10
Code
DSR 0773
DSR 1182
DSR 1182
DSR 2208
DSR 2266
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
3.11
Code
DSR 0773
DSR 1182
DSR 1182
DSR 2208
DSR 2266
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
DSR 0114
Lit
L.S
Cost of 1 cum say
Rate
Amount
800.00
700.00
1,120.00
106.64
106.64
106.64
1,840.00
249.20
797.44
31.64
37.96
50.65
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
6,397.70
Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Fine sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.356 cum. of lime putty = 2.3 q of
unslaked lime)
Un Slaked Lime
Quintal
2.30
Surkhi
cum
0.36
Fine sand zone IV
cum
1.07
Carriage of lime
cum
0.30
Carriage of surkhi
cum
0.36
Carriage of sand
cum
1.07
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including sieving of sand
Beldar
day
3.00
Rate
Amount
800.00
700.00
650.00
106.64
106.64
106.64
1,840.00
249.20
694.20
31.64
37.96
113.89
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
891.00
DSR 0101
Bhisti
day
3.00
328.00
984.00
M Rate
Running cost for upkeep of mortar mill day
1.00
800.00
800.00
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
Lit
10.00
60.00
600.00
L.S
50.00
1.70
85.00
Cost of 1 cum say
7,679.30
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
DSR 0114
DSR 0101
Lime Mortar 1:3 ( 1 Slaked lime: 3 Fine sand)
Description
Unit
Quantity
Rate
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
3.01
800.00
Fine Sand zone(IV)
cum
2.14
650.00
Carriage of lime
cum
0.39
106.64
Carriage of fine sand
cum
2.14
106.64
LABOUR:
For measuring, carrying, depositing and mixing
Beldar
day
0.90
297.00
Bhisti
day
0.45
328.00
For Slaking of lime
Beldar
day
1.50
297.00
Bhisti
day
1.50
328.00
Preparation of Lime Mortar including sieving of sand
Beldar
day
3.00
297.00
Bhisti
day
3.00
328.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.13
Code
DSR 3.15
Lime Mortar 1:2 ( 1 Slaked lime :2 Marble dust)
Description
Unit
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
Marble dust
cum
Carriage of lime
cum
Carriage of marble dust and/or marble
cum
chips
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
Bhisti
day
3.12
Code
DSR 0773
DSR 0983
DSR 2208
DSR 2261
DSR 0114
DSR 0101
DSR 0114
DSR 0101
1.00
800.00
Amount
2,408.00
1,389.38
41.41
227.94
267.30
147.60
445.50
492.00
891.00
984.00
800.00
Lit
10.00
60.00
600.00
L.S
52.00
1.70
88.40
Cost of 1 cum say
8,782.53
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
DSR 0773
DSR 0784
DSR 2208
DSR 2268
DSR 0114
DSR 0101
Quantity
Rate
Amount
3.01
0.95
0.39
800.00
1,000.00
106.64
2,408.00
950.00
41.09
0.95
106.64
101.31
0.90
0.45
297.00
328.00
267.30
147.60
DSR 0114
DSR 0101
For Slaking of lime
Beldar
day
Bhisti
day
Preparation of Lime Mortar including sieving of sand
Beldar
day
Bhisti
day
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.14
Code
DSR 3.15
DSR 0114
DSR 0101
Kafgi Lime Mortar 3:4: 8( 3Slaked lime:4 coarse sand: 8 surkhi)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime) i.e 0.28 cum of lime
putty is 60% of .475 cum
Un Slaked Lime
Quintal
1.81
Coarse sand zone III
cum
0.37
Surkhi
cum
0.75
Carriage of lime
cum
0.23
Carriage of coarse sand zone III
cum
0.37
Carriage of surkhi
cum
0.75
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including sieving of sand
Beldar
day
2.00
Bhisti
day
2.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
Fuel cost for running the miller
Lit
Hire and running charges of mechanical
L.S
mixer
Sundries
L.S
Cost of 1 cum say
DSR 0114
DSR 0101
DSR 0773
DSR 0982
DSR 1182
DSR 2208
DSR 2203
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
DSR 9999
DSR 9999
3.14.1
3.16
DSR 0367
DSR 2209
Lit
L.S
Cost of 1 cum say
Khafgi mix with cement 8:1(8 Khafgi: 1cement)
Khafgi mix
cum
Portland cement
tonne
Carriage of cement
tonne
Cost of 1 cum say
1.50
1.50
297.00
328.00
445.50
492.00
2.00
2.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
6,891.19
Rate
Amount
800.00
1,120.00
700.00
106.64
106.64
106.64
1,444.80
414.40
525.00
24.84
39.46
79.98
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
60.00
300.00
26.91
1.70
45.75
16.22
1.70
27.58
5,904.21
1.20
0.21
0.21
5,904.21
6,600.00
94.8
7,085.05
1,412.40
20.29
8,517.74
A special mix known as khafgi is applied over the jack-arch structure to give a firm cover and good sealant against
rainwater penetration and to improve the structural and heat insulation properties of the roof. Khafgi is prepared
with 3 parts hydrated lime, 4 parts of coarse sand and 8 parts of burnt clay bricks crushed into 20mm size particles.
8 parts of the khafgi are combined with 1 part of ordinary cement. The resulting mixture is then mixed thoroughly
with water to give a workable paste that is applied over the top surface of the roof. This method is practised in
Sudan recommended by UNESCO. Source: Rural housing website
DSR 0114
DSR 0101
Lime Mortar 1:3:6 ( 1 slaked lime:3 surkhi:6 course sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
0.90
Coarse sand zone III
cum
0.85
Surkhi
cum
0.43
Carriage of lime
cum
0.12
Carriage of coarse sand
cum
0.85
Carriage of surkhi
cum
0.43
LABOUR:
For measuring, carrying, depositing and
mixing
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Bhisti
day
1.50
Preparation of Lime Mortar including
sieving of sand
Beldar
day
2.00
Bhisti
day
2.00
M Rate
Running cost for upkeep of mortar mill day
M Rate
DSR 9999
Fuel cost for running the miller
Sundries
3.16
Code
ISOR 2.2
DSR 0114
DSR 0101
Mud Mortar 1:3:1( 1 Slaked lime:3 Mud:1 course sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
Un Slaked Lime
Quintal
1.80
Coarse sand zone III
cum
0.28
Mud
cum
0.85
Carriage of lime
cum
0.23
Carriage of coarse sand
cum
0.28
Carriage of mud
cum
0.85
LABOUR:
For measuring, carrying, depositing and
mixing
Mason First class
day
1.00
Beldar
day
0.90
Bhisti
day
0.45
For Slaking of lime
Beldar
day
1.50
Preparation of Mud Mortar including sieving of sand
Beldar
day
2.00
Bhisti
day
2.00
M Rate
For Mixing and Kneading the mortar
3.15
Code
ISOR 2.2
DSR 0773
DSR 0983
DSR 1182
DSR 2208
DSR 2261
DSR 2266
DSR 0114
DSR 0101
DSR 0114
DSR 0101
DSR 0773
DSR 0983
DSR 0811
DSR 2208
DSR 2261
DSR 2266
DSR 0123
DSR 0114
DSR 0101
DSR 0114
Lit
L.S
Cost of 1 cum say
day
Rate
Amount
800.00
1,120.00
700.00
106.64
106.64
106.64
719.87
954.24
298.20
12.38
90.86
45.43
297.00
328.00
267.30
147.60
297.00
328.00
445.50
492.00
297.00
328.00
594.00
656.00
0.50
800.00
400.00
5.00
52.00
60.00
1.70
300.00
88.40
5,511.77
0.50
Rate
Amount
800.00
225.00
60.00
106.64
106.64
106.64
1,439.73
63.90
51.12
24.76
30.29
90.86
393.00
297.00
328.00
393.00
267.30
147.60
297.00
445.50
297.00
328.00
594.00
656.00
800.00
400.00
DSR 0114
DSR 9999
3.17
Code
DSR 0811
DSR 0123
DSR 0114
DSR 0101
DSR 9999
Beldar
Sundries
day
L.S
Cost of 1 cum say
1.00
52.00
297.00
1.70
297.00
88.40
4,989.45
Mud Mortar
Description
Details of cost for 1 cum.
MATERIAL:
Mud (dry)
LABOUR:
Mason First class
Beldar
Bhisti
Sundries
Unit
cum
day
day
day
L.S
Cost of 1 cum say
Quantity
Rate
Amount
1.08
60.00
64.80
1.00
0.63
0.32
6.45
393.00
297.00
328.00
1.70
393
187.11
103.32
10.97
759.20
4.0 LIME CONCRETE
4.1
4.1.1
Code
DSR 0293
Providing and laying lime concrete excluding cost of centring and shuttering
With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi :
1 fine sand
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 cum.
MATERIAL:
Stone Aggregate (Single size) : 40 mm
nominal size (0.63 cum-7.5% for voids
i.e. 0.04 = 0.56 cum)
cum
0.58
1,000.00
580.00
cum
0.27
1,200.00
324.00
cum
0.15
1,050.00
157.50
cum
0.58
115.92
67.23
cum
0.42
106.64
44.79
cum
0.46
8,232.80
3,787.09
DSR 0114
DSR 0115
DSR 0101
DSR 0123
DSR 0125
Stone Aggregate (Single size) :20 mm
nominal size
Stone Aggregate (Single size) :10 mm
nominal size
Carriage of stone aggregate 40 mm
nominal size and above
Carriage of stone aggregate below 40
mm nominal size
Lime Mortar 1Lime putty:1 surkhi: 1
Fine sand
LABOUR:
Beldar
Coolie
Bhisti
Mason (brick layer) 1 st class
Mason (brick layer)2nd class
day
day
day
day
day
1.35
1.17
1.05
0.09
0.09
297.00
297.00
328.00
393.00
361.00
400.95
347.49
344.40
35.37
32.49
DSR 0002
Hand operated mixer/Mechanical mixer day
0.11
800.00
84.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
114.40
14.30
1.70
1.70
194.48
24.31
6,424.10
64.24
6,488.34
973.25
7,461.59
DSR 0295
DSR 0297
DSR 2206
DSR 2202
3.2
LS
LS
Cost of 1 cum
4.1.2
Code
DSR 0293
With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 cum.
MATERIAL:
Stone Aggregate (Single size) : 40 mm
nominal size (0.63 cum-7.5% for voids
i.e. 0.04 = 0.56 cum)
cum
0.58
1,000.00
580.00
cum
0.22
1,200.00
264.00
cum
0.11
1,050.00
115.50
cum
0.58
115.92
67.23
cum
0.33
106.64
35.19
cum
0.46
6,806.02
3,130.77
DSR 0114
DSR 0115
DSR 0101
DSR 0123
DSR 0125
Stone Aggregate (Single size) :20 mm
nominal size
Stone Aggregate (Single size) :10 mm
nominal size
Carriage of stone aggregate 40 mm
nominal size and above
Carriage of stone aggregate below 40
mm nominal size
Lime Mortar 1Lime putty:1 surkhi: 1
coarse sand
LABOUR:
Beldar
Coolie
Bhisti
Mason (brick layer) 1 st class
Mason (brick layer)2nd class
day
day
day
day
day
1.35
1.17
1.05
0.09
0.09
297.00
297.00
328.00
393.00
361.00
400.95
347.49
344.40
35.37
32.49
DSR 0002
Hand operated mixer/Mechanical mixer day
0.11
800.00
84.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
114.40
14.30
1.70
1.70
194.48
24.31
5,656.18
56.56
5,712.74
856.91
6,569.66
DSR 0295
DSR 0297
DSR 2206
DSR 2202
3.3
LS
LS
Cost of 1 cum
4.1.3
Code
DSR 0293
DSR 0295
DSR 0297
DSR 2206
DSR 2202
3.4
DSR 0114
DSR 0115
DSR 0101
With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1.5
surkhi : 1.5 coarse sand
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 cum.
MATERIAL:
Stone Aggregate (Single size) : 40 mm
nominal size (0.63 cum-7.5% for voids
i.e. 0.04 = 0.56 cum)
Stone Aggregate (Single size) :20 mm
nominal size
Stone Aggregate (Single size) :10 mm
nominal size
Carriage of stone aggregate 40 mm
nominal size and above
Carriage of stone aggregate below 40
mm nominal size
Lime Mortar 1 Slaked Lime :1.5 surkhi:
1.5 coarse sand
LABOUR:
Beldar
Coolie
Bhisti
day
day
day
cum
0.58
1,000.00
580.00
cum
0.22
1,200.00
264.00
cum
0.11
1,050.00
115.50
cum
0.58
115.92
67.23
cum
0.33
106.64
35.19
cum
0.46
6,319.53
2,906.98
1.35
1.17
1.05
297.00
297.00
328.00
400.95
347.49
344.40
DSR 0123
DSR 0125
Mason (brick layer) 1 st class
Mason (brick layer)2nd class
day
day
0.09
0.09
393.00
361.00
35.37
32.49
DSR 0002
Hand operated mixer/Mechanical mixer day
0.11
800.00
84.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
114.40
14.30
1.70
1.70
194.48
24.31
5,432.40
54.32
5,486.72
823.01
6,309.73
LS
LS
Cost of 1 cum
4.2
Code
Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 50%
mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of centring and
shuttering
Description
Detail of cost for 1 cum
Materials
Unit
M Rate
Common burnt clay F.P.S. (non
No
modular) of bricks class designation 10
DSR 2260
Carriage of brick aggregate
3.1.5
DSR 0114
DSR 0123
DSR 0114
DSR 0101
Quantity
Rate
Amount
247.00
7.00
1,729.00
Cum
1.00
115.92
115.92
Lime mortar 1 lime putty:2 coarse sand Cum
0.50
7,005.52
3,502.76
day
1.25
297.00
371.25
day
day
day
0.50
3.00
0.50
393.00
297.00
328.00
196.50
891.00
164.00
Labour
For Breaking bricks to make 40mm and
50mm size aggregates.
Beldar
Labour for laying lime concrete
Mason (brick layer) 1 st class
Beldar
Bhisti
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.50
800.00
400.00
M Rate
M Rate
DSR 9999
DSR 9999
Washing soap
Alum
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
12.00
4.00
114.40
14.30
125.00
75.00
1.70
1.70
Kg
Kg
LS
LS
1,500.00
300.00
194.48
24.31
9,850.22
98.50
9,948.72
1,492.31
Cost of 1 cum
11,441.03
Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in
to required sizes.
4.3
Code
DSR 15.1
50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm average
Description
Unit
Quantity
Rate
Amount
Detail of cost for 10 Sqm
Demolishing lime concrete manually/
by mechanical means and disposal of
material within 50 metres lead as per
direction of Engineer in- charge.
Sqm
10.50
11.26
118.21
247.00
7.00
1,729.00
Cum
Cum
0.50
0.50
115.92
6,565.11
57.96
3,282.55
day
1.40
297.00
415.80
day
day
day
0.50
3.00
0.50
393.00
297.00
328.00
196.50
891.00
164.00
Materials
M Rate
DSR 2260
DSR 0114
DSR 0123
DSR 0114
DSR 0101
Common burnt clay F.P.S. (non
No
modular) of bricks class designation 10
Carriage of brick aggregate
3.5 Lime mortar 1 Slaked lime :2 surkhi
Labour
For Breaking bricks to make 25mm size
aggregates.
Beldar
Labour for laying lime concrete
Mason (brick layer) 1 st class
Beldar
Bhisti
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.40
800.00
320.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
114.40
14.30
1.70
1.70
194.48
24.31
7,736.60
77.37
7,813.97
1,172.10
9,104.27
Cost of 1 Sqm
910.43
Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in
to required sizes.
4.4
LS
LS
Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1 Slaked
lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment excluding cost
of centring and shuttering (Thickness 100mm)
Detail of cost for 10 Sqm
Materials
DSR 0362
Brick Bats
DSR 2260
Carriage of brick aggregate
Lime mortar 1:1:1 (1 Slaked lime :1
3.3
surkhi:1 coarse sand)
Labour
DSR 0114
Beldar
DSR 0123
Mason (brick layer) 1 st class
DSR 0101
Bhisti
Cum
Cum
0.12
1.00
500.00
115.92
60.00
115.92
Cum
0.60
6,806.02
4,083.61
day
day
day
5.50
0.50
0.50
297.00
393.00
328.00
1,633.50
196.50
164.00
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.40
800.00
320.00
125.00
1.70
212.50
DSR 9999
4.5
Sundries including washing soap, Alum,
LS
Gur, Belgiri
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7,247.03
72.47
7,319.50
1,097.92
8,417.42
841.74
Providing and laying lime concrete with broken brick aggregate and 50% lime mortar 1:1:1 ( 1
Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment
excluding cost of centring and shuttering (Thickness 100mm)
Detail of cost for 10 Sqm
Materials
M Rate
Common burnt clay F.P.S. (non
No
modular) of bricks class designation 10
247.00
7.00
1,729.00
1.00
115.92
115.92
0.60
6,806.02
4,083.61
125.00
1.70
212.50
1.40
297.00
415.80
day
day
day
5.50
0.50
0.50
297.00
393.00
328.00
1,633.50
196.50
164.00
DSR 2260
Carriage of brick aggregate
Cum
Lime mortar 1:1:1 (1 Slaked lime :1
3.3
Cum
surkhi:1 coarse sand)
Sundries Washing soap,Alum,
DSR 9999
LS
Gur,Belgiri, Jute San
Labour
For Breaking bricks to make 25mm size
aggregates.
DSR 0114
Beldar
day
DSR 0114
DSR 0123
DSR 0101
Beldar
Mason (brick layer) 1 st class
Bhisti
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.40
800.00
320.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
114.40
14.30
1.70
1.70
194.48
24.31
9,550.62
95.51
9,646.13
1,446.92
11,093.04
1,109.30
LS
LS
Cost of 1 Sqm
4.6
Code
M Rate
Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2
(1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including
rounding of junctions with parpaet wall complete
Description
Detail of cost for 1 cum
Materials
Unit
Common burnt clay F.P.S. (non
No
modular) of bricks class designation 10
DSR 2260
Carriage of brick aggregate
Cum
3.5 Lime mortar 1 lime putty:2 surkhi
Cum
Sundries Washing soap,Alum,
DSR 9999
LS
Gur,Belgiri, Jute
Labour
For Breaking bricks to make 25mm size
aggregates.
DSR 0114
Beldar
day
Labour for laying lime concrete
DSR 0123
Mason (brick layer) 1 st class
day
DSR 0114
Beldar
day
DSR 0101
Bhisti
day
Quantity
Rate
Amount
247.00
7.00
1,729.00
1.00
0.50
115.92
6,565.11
115.92
3,282.55
125.00
1.70
212.50
1.25
297.00
371.25
0.50
3.00
0.50
393.00
297.00
328.00
196.50
891.00
164.00
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.50
800.00
400.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
114.40
14.30
1.70
1.70
194.48
24.31
8,042.51
80.43
8,122.94
1,218.44
9,341.38
LS
LS
Cost of 1 Cum
4.7
Code
M Rate
DSR 2260
Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6
(1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment
Description
Detail of cost for 1 cum
Materials
Unit
Common burnt clay F.P.S. (non
No
modular) of bricks class designation 10
Carriage of brick aggregate
Cum
Lime mortar 1 Slaked lime :3 surkhi:6
3.15
Cum
Coarse Sand
Sundries Washing soap,Alum,
DSR 9999
LS
Gur,Belgiri, Jute
Labour
For Breaking bricks to make 25mm size
aggregates.
Quantity
Rate
Amount
247.00
7.00
1,729.00
1.00
115.92
115.92
0.50
5,511.77
2,755.88
125.00
1.70
212.50
DSR 0114
Beldar
Labour for laying lime concrete
Mason (brick layer) 1 st class
Beldar
Bhisti
DSR 0123
DSR 0114
DSR 0101
day
1.25
297.00
371.25
day
day
day
0.50
3.00
0.50
393.00
297.00
328.00
196.50
891.00
164.00
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114
DSR 0101
Beldar
Bhisti
day
day
1.00
0.50
297.00
328.00
297.00
164.00
DSR 0002
Hand operated mixer/Mechanical mixer day
0.50
800.00
400.00
DSR 9999
DSR 9999
Scaffolding
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
114.40
14.30
1.70
1.70
194.48
24.31
7,515.84
75.16
7,591.00
1,138.65
8,729.65
LS
LS
Cost of 1 Cum
Plinth Area Protection using Lime concrete and brick tiles around the building to prevent entry of
water by dampness and capilarry rise
4.8
Code
Description
Detail of cost for 1 Sqm
Materials
4.7
DSR 7266
Unit
Providing and laying Lime concrete
1:3:6 up to150mm thick
Cum
Brick tiles of size 250mmx250mm
1000 Nos
DSR 0123
DSR 0114
DSR 0101
DSR 9999
Sundries
Labour for laying brick tiles
Mason (brick layer) 1 st class
Beldar
Bhisti
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Rate
Amount
0.18
8,729.65
1,571.34
18.00
12,150.00
218.70
0.03
7,588.17
204.88
LS
23.00
1.70
39.10
day
day
day
LS
0.50
1.00
0.50
114.40
393.00
297.00
328.00
1.70
196.50
297.00
164.00
194.48
2,886.00
28.86
2,914.86
437.23
3,352.09
3.9 Lime mortar 1 lime putty:3 coarse sand Cum
DSR 9999
Quantity
Cost of 1 Sqm
5.0 BRICK WORK
M Rate
Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion similar to the
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 cum.
MATERIAL:
Nanakshahi Lakhori Bricks of size 200x50x40 mm
No
2500.00
12.00
30,000.00
3.3
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand) Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Total
Add water charges 1%
Total
Add CPOH @ 15%
5.1
Code
DSR 0123
DSR 0124
DSR 0115
DSR 0114
1000 nos.
L.S
day
day
day
day
0.20
8,232.80
1,646.56
2500.00
48.00
284.39
1.70
710.98
81.60
0.54
0.54
2.06
0.30
393.00
361.00
297.00
328.00
212.22
194.94
610.34
98.40
33,555.03
335.55
33,890.58
5,083.59
38,974.17
Cost of 1 Cum
5.2
Code
DSR 6.9
Traditional Brick work in plain arches including centering and shuttering complete for span up to 6
metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand).
M Rate
Description
Details of cost for 1 cum.
MATERIAL:
Nanakshahi Lakhori Bricks of size 200x50x40 mm
No
3.3
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
Centering and Shuttering:
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
Centering and shuttering including strutting, propping
DSR 5.9.9. etc. and removal of form for Arches, domes, vaults up
to 6 m span.
DSR 9999 Scaffolding
LABOUR
DSR 0123 Mason (brick layer) 1 st class
DSR 0124 Mason (brick layer) 2nd class
DSR 0115 Coolie
DSR 0114 Bhisti
DSR 0115 Coolie Extra for lifting materials
Total
Add Water Charges @ 1% except on formwork
Total
Add CPOH @ 15% except on formwork
Cost of 1 Cum
Unit
Quantity
Rate
Amount
2500.00
12.00
30,000.00
0.38
8,232.80
3,087.30
2500.00
2.73
284.39
1.70
710.98
4.64
2.25
1,006.65
2,264.96
L.S
18.85
1.70
32.05
day
day
day
day
day
0.80
0.80
3.44
0.30
1.70
393.00
361.00
297.00
297.00
297.00
312.44
287.00
1,020.20
89.10
503.42
38,312.06
360.47
38,672.53
5,461.14
44,133.67
1000 nos.
L.S
Sqm
5.3
Code
DSR 6.9
DSR 2602
Traditional Brick work in gauged arches including centering and shuttering complete for span up to 6
metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand).
Description
Unit
Details of cost for 1 Cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
No
designation 7.5
30,000.00
0.38
8,232.80
3,087.30
2500.00
2.73
284.39
1.70
710.98
4.64
2.25
1,006.65
2,264.96
L.S
18.85
1.70
32.05
day
day
day
day
day
1.70
1.36
5.30
0.24
1.36
393.00
361.00
297.00
297.00
297.00
666.14
489.52
1,575.29
71.28
402.73
39,304.87
370.40
39,675.27
5,611.55
45,286.82
Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
Centering and Shuttering:
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Scaffolding
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Coolie Extra for lifting materials
Total
Add Water Charges @ 1% except on formwork
Total
Add CPOH @ 15% except on formwork
Cost of 1 Cum
1000 nos.
L.S
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 0115
5.4
Code
M Rate
Sqm
Brick work with bricks of class designation 7.5 in foundation and plinth in
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Description
Unit
Quantity
Details of cost for 1 cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
No
494.00
designation 7.5
3.2
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Total
Add water charges 1%
Total
Add CPOH @ 15%
1000 nos.
L.S
DSR 0123
DSR 0124
DSR 0115
DSR 0114
day
day
day
day
Cost of 1 Cum
Amount
12.00
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
DSR 9999
Rate
2500.00
3.2
DSR 5.9.9
Quantity
Rate
Amount
7.00
3,458.00
0.38
8,232.80
3,087.30
494.00
3.73
284.39
1.70
140.49
6.34
0.43
0.43
1.64
0.24
393.00
361.00
297.00
328.00
169.78
155.95
488.27
78.72
7,584.85
75.85
7,660.69
1,149.10
8,809.80
Brick work with bricks of class designation 7.5 in superstructure up to two level
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 1 cum.
DSR 6.4
MATERIAL:
Prevailing Common burnt clay F.P.S. (non modular) of bricks class
1
494.00
7.00
3,458.00
Rate
designation 7.5
5.5
3.2
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Scaffolding
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
1000 nos.
L.S
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 9999
DSR 0115
day
day
day
day
L.S
day
0.38
8,232.80
3,087.30
494.00
2.73
284.39
1.70
140.49
4.64
0.56
0.56
2.16
0.24
22.36
1.36
393.00
361.00
297.00
328.00
1.70
297.00
221.65
203.60
641.52
78.72
38.01
402.73
8,276.67
82.77
8,359.44
1,253.92
9,613.35
Cost of 1 Cum
5.6
Code
DSR 7.4.1
DSR 0124
DSR 0115
Extra for Brickwork in Square or rectangular pillars
Description
Details of cost for 1 cum.
LABOUR
Mason (brick layer) 2nd class
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Unit
day
day
Quantity
0.87
0.41
Rate
361.00
297.00
Cost of 1 Cum
5.7
314.07
120.29
434.36
4.34
438.70
65.80
504.50
Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty:1
surkhi:1 fine sand)
Code
DSR 6.13
Description
Unit
Details of cost for 10 sqm.
MATERIAL:
Prevailing Common burnt clay F.P.S. (non modular) of bricks class
No
Rate
designation 7.5
3.2
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Cum
DSR 2201
DSR 9999
Carriage of bricks
Sundries
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Scaffolding
Coolie
1000 nos.
L.S
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 9999
DSR 0115
Amount
day
day
day
day
L.S
day
Quantity
Rate
Amount
565.00
7.00
3,955.00
0.42
8,232.80
3,457.78
565.00
13.52
284.39
1.70
160.68
22.98
0.72
0.72
2.40
0.84
22.36
1.55
393.00
361.00
297.00
328.00
1.70
297.00
282.96
259.92
712.80
275.52
38.01
459.76
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
9,625.41
96.25
9,721.66
1,458.25
11,179.91
1,117.99
Cost of 1 Sqm
5.8
Brick work in plain arches including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 fine sand).
Code
DSR 6.9
Description
Unit
Details of cost for 1 cum.
MATERIAL:
Prevailing Common burnt clay F.P.S. (non modular) of bricks class
No
Rate
designation 7.5
3.1.2
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
DSR 2201
DSR 9999
Carriage of bricks
Sundries
Centering and Shuttering:
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
Centering and shuttering including strutting, propping
DSR 5.9.9. etc. and removal of form for Arches, domes, vaults up
to 6 m span.
DSR 9999 Scaffolding
LABOUR
DSR 0123 Mason (brick layer) 1 st class
DSR 0124 Mason (brick layer) 2nd class
DSR 0115 Coolie
DSR 0114 Bhisti
DSR 0115 Coolie Extra for lifting materials
Total
Add Water Charges @ 1% except on formwork i.e on
(7702.75-2264.96)
Total
Add CPOH @ 15% except on formwork i.e on (7723.882264.96)
Cost of 1 Cum
5.9
Code
DSR 6.9
DSR 2602
Quantity
Rate
Amount
494.00
7.00
3,458.00
0.38
9,142.95
3,428.61
494.00
2.73
284.39
1.70
140.49
4.64
2.25
1,006.65
2,264.96
L.S
18.85
1.70
32.05
day
day
day
day
day
0.64
0.64
2.75
0.24
1.36
393.00
361.00
297.00
328.00
297.00
249.95
229.60
816.16
78.72
402.73
11,105.90
Cum
1000 nos.
L.S
Sqm
88.41
11,194.31
1,339.40
12,533.71
Brick work in gauged arches including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 fine sand).
Description
Details of cost for 1 Cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.5
Unit
Quantity
1
3.2
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Cum
DSR 2201
Carriage of bricks
1000 nos.
Rate
Amount
538.00
7.00
3,766.00
0.38
9,142.95
3,428.61
538.00
284.39
153.00
DSR 9999
DSR 5.9.9
DSR 9999
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 0115
Sundries
Centering and Shuttering:
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Scaffolding
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Coolie Extra for lifting materials
Total
Add Water Charges @ 1% except on formwork i.e on
(9228.47-2264.96)
Total
Add CPOH @ 15% except on formwork i.e on (9298.112264.96)
Cost of 1 Cum
L.S
2.73
1.70
4.64
Sqm
2.25
1,006.65
2,264.96
L.S
18.85
1.70
32.05
day
day
day
day
day
1.36
1.36
5.30
0.24
1.36
393.00
361.00
297.00
328.00
297.00
532.91
489.52
1,575.29
78.72
402.73
12,728.42
104.63
12,833.06
1,585.21
14,418.27
BRICK TILE WORK
5.10
Code
DSR 6.18
DSR 1984
3.9
DSR 2207
DSR 9999
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 9999
DSR 0115
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
superstructure in lime mortar 1:6 (1 lime putty : 3 coarse sand).
Description
Details of cost for 1 Cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
designation 10
Lime mortar 1:3 (1 Lime putty:3 Coarse sand)
Carriage of brick tiles
Sundries
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Extra for lifting
Scaffolding
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Cum
Unit
Quantity
Rate
Amount
No
777.00
7.00
5,439.00
Cum
1000 nos.
L.S
0.60
777.00
4.55
7,588.17
170.63
1.70
4,552.90
132.58
7.74
day
day
day
day
1.08
1.08
2.16
0.24
393.00
361.00
297.00
328.00
424.44
389.88
641.52
78.72
L.S
day
33.80
1.36
1.70
297.00
57.46
402.73
12,126.97
121.27
12,248.24
1,837.24
14,085.47
5.11
Code
DSR 6.20
DSR 1984
3.9
DSR 2207
DSR 9999
DSR 5.9.9
DSR 9999
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 0115
5.12
Code
DSR 6.21
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
plain arch work in lime mortar 1:4 (1 lime : 3 coarse sand) including centering and shuttering complete
Description
Details of cost for 1 Cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
designation 10
Lime mortar 1:3 (1 Lime putty:3 Coarse sand)
Carriage of brick tiles
Sundries
Centering and Shuttering:
Scaffolding
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Extra for lifting
Coolie
Total
Add Water Charges @ 1% except on formwork i.e on
(10311.21-2264.96)
Total
Add CPOH @ 15% except on formwork i.e on (10391.672264.96)
Cost of 1 Cum
Unit
Quantity
Rate
Amount
1000 nos.
777.00
7.00
5,439.00
Cum
1000 nos.
L.S
Sqm
L.S
0.53
777.00
5.46
2.25
18.85
7,588.17
170.63
1.70
1,006.65
1.70
3,983.79
132.58
9.28
2,264.96
32.05
day
day
day
day
0.95
0.95
3.85
0.24
393.00
361.00
297.00
328.00
372.56
342.23
1,144.04
78.72
day
1.36
297.00
402.73
14,201.95
119.37
14,321.32
1,808.45
16,129.77
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
plain arch work in lime mortar 1:4 (1 lime : 3 coarse sand) including centering and shuttering complete
Description
Details of cost for 1 Cum.
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
DSR 1984
designation 10
3.9
Lime mortar 1:3 (1 Lime putty:3 Coarse sand)
DSR 2207 Carriage of brick tiles
DSR 9999 Sundries
DSR 5.9.9. Centering and Shuttering:
DSR 9999 Scaffolding
LABOUR
DSR 0123 Mason (brick layer) 1 st class
DSR 0124 Mason (brick layer) 2nd class
DSR 0115 Coolie
DSR 0114 Bhisti
Extra for lifting
DSR 0115 Coolie
Total
Add Water Charges @ 1% except on formwork i.e on
(11709.19-2264.96)
Total
Add CPOH @ 15% except on formwork
Cost of 1 Cum
Unit
Quantity
Rate
Amount
1000 nos.
777.00
7.00
5,439.00
Cum
1000 nos.
L.S
Sqm
L.S
0.35
777.00
5.46
2.25
18.85
7,588.17
170.63
1.70
1,006.65
1.70
2,655.86
132.58
9.28
2,264.96
32.05
day
day
day
day
1.80
1.80
6.40
0.24
393.00
361.00
297.00
328.00
707.40
649.80
1,899.61
78.72
day
1.36
297.00
402.73
14,271.99
120.07
14,392.06
1,819.07
16,211.13
5.13
Code
DSR 6.22
DSR 1984
3.1.9
DSR 2207
DSR 9999
DSR 0123
DSR 0124
DSR 0115
DSR 0114
DSR 0115
Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)
Description
Details of cost for 10 Sqm
MATERIAL:
Common burnt clay F.P.S. (non modular) of bricks class
designation 10
Lime mortar 1:3 (1 Lime putty:3 Coarse sand)
Carriage of brick tiles
Sundries & Scaffolding
LABOUR
Mason (brick layer) 1 st class
Mason (brick layer) 2nd class
Coolie
Bhisti
Extra for lifting
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Unit
Quantity
Rate
Amount
No
377.00
7.00
2,639.00
Cum
1000 nos.
L.S
0.15
377.00
8.06
7,588.17
170.63
1.70
1,138.23
64.33
13.70
day
day
day
day
1.13
1.13
2.26
0.40
393.00
361.00
297.00
328.00
443.30
407.21
670.03
129.89
day
1.55
297.00
459.76
5,965.44
59.65
6,025.10
903.76
6,928.86
692.89
6.0 MASONRY
RANDOM RUBBLE MASONRY
6.1
Code
Random rubble masonry with hard stones in foundation and plinth including levelling with lime
concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth level with lime
mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Description
Details of cost for 1 cum.
MATERIAL:
DSR 1157
Stone for masonry work
DSR 1154
Through and bond stone
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
sand)
3.15 Lime concrete (1:3:6)
LABOUR
DSR 0123
Mason (for plain stone work) First class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0101
Bhisti
DSR 9999
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Cum
Unit
Quantity Rate in Rs Amount in Rs
DSR 7.1.1
6.2
Cum
100 nos.
1.00
7.00
700.00
1,200.00
700.00
84.00
Cum
1.16
125.47
145.55
Cum
0.33
6,806.02
2,245.99
Cum
0.20
5,511.77
1,102.35
day
day
day
day
L.S
1.28
1.28
0.85
0.11
4.42
393.00
297.00
297.00
328.00
1.70
504.61
381.35
253.04
35.42
7.51
5,459.83
54.60
5,514.42
827.16
6,341.59
Random rubble masonry with hard stones in superstructure including levelling with lime
concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with lime
mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Details of cost for 1 cum.
MATERIAL:
DSR 1157
Stone for masonry work
DSR 1154
Through and bond stone
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
sand)
3.15 Lime concrete (1:3:6)
LABOUR
DSR 0123
Mason (for plain stone work) First class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0101
Bhisti
Extra for lifting
DSR 0115
Coolie
DSR 9999
Sundries
Total
DSR 7.1.2
Cum
100 nos.
1.00
7.00
700.00
1,200.00
700.00
84.00
Cum
1.16
125.47
145.55
Cum
0.33
6,806.02
2,245.99
Cum
0.20
5,511.77
1,102.35
day
day
day
day
1.61
1.74
0.85
0.11
393.00
297.00
297.00
328.00
631.94
516.78
253.04
35.42
day
L.S
1.36
15.21
297.00
1.70
402.73
25.86
6,143.67
Add water charges 1%
Total
Add CPOH @ 15%
61.44
6,205.10
930.77
7,135.87
Cost of 1 Cum
COURSED RUBBLE MASONRY
Coursed rubble masonry in first sort with hard stones in foundation and plinth including
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 cum.
MATERIAL:
DSR 1157
Stone for masonry work
Cum
1.21
700.00
847.00
DSR 1154
Through and bond stone
100 nos.
7.00 1,200.00
84.00
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1.21cum. + Cum
1.37
125.47
171.89
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
Cum
0.30 6,806.02
2,041.80
sand)
LABOUR
DSR 0123
Mason (for plain stone work) First class
day
2.54
393.00
999.79
DSR 0114
Beldar
day
1.49
297.00
441.94
DSR 0115
Coolie
day
0.85
297.00
253.04
DSR 0101
Bhisti
day
0.11
328.00
35.42
DSR 9999
Sundries
L.S
13.52
1.70
22.98
Total
4,897.88
Add water charges 1%
48.98
Total
4,946.86
Add CPOH @ 15%
742.03
Cost of 1 Cum
5,688.89
6.3
Code
DSR 7.1.1
6.4
Coursed rubble masonry in second sort with hard stones in foundation and plinth including
levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 fine sand)
Details of cost for 1 cum.
MATERIAL:
DSR 1157
Stone for masonry work
DSR 1154
Through and bond stone
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1.1cum. +
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
sand)
LABOUR
DSR 0123
Mason (for plain stone work) First class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0101
Bhisti
DSR 9999
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Cum
DSR 7.1.1
Cum
100 nos.
1.10
7.00
700.00
1,200.00
770.00
84.00
Cum
1.26
125.47
158.09
Cum
0.30
6,806.02
2,041.80
day
day
day
day
L.S
2.11
1.49
0.85
0.11
13.52
393.00
297.00
297.00
328.00
1.70
830.02
441.94
253.04
35.42
22.98
4,637.30
46.37
4,683.67
702.55
5,386.22
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth
level and upto two floor level
Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 Coarse sand)
6.5.1
Details of cost for 1 cum.
DSR 7.8.1
MATERIAL:
DSR 1157
Stone for masonry work
Cum
1.21
700.00
847.00
DSR 1154
Through and bond stone
100 nos.
7.00 1,200.00
84.00
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1.21cum. + Cum
1.37
125.47
171.89
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
Cum
0.30 6,806.02
2,041.80
sand)
LABOUR
DSR 0123
Mason Brick I Class
day
2.86
361.00
1,031.02
DSR 0114
Beldar
day
1.91
297.00
566.68
DSR 0115
Coolie
day
0.85
297.00
253.04
DSR 0101
Bhisti
day
0.11
328.00
35.42
Extra for lifting
DSR 0115
Coolie
day
1.36
297.00
402.73
DSR 9999
Sundries, Scaffolding
L.S
37.70
1.70
64.09
Total
5,497.68
Add water charges 1%
54.98
Total
5,552.66
Add CPOH @ 15%
832.90
Cost of 1 Cum
6,385.56
6.5
Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)
Details of cost for 1 cum.
MATERIAL:
DSR 1157
Stone for masonry work
Cum
1.00
700.00
DSR 1154
Through and bond stone
100 nos.
7.00 1,200.00
Carriage of Soling stone & masonry stone
DSR 2215
7.00x24cmx24cmx39cm = 0.16 cum, 1 cum. +
Cum
1.16
125.47
0.16 cum. = 1.16 cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
3.3
Cum
0.30 6,806.02
sand)
LABOUR
DSR 0123
Mason (for plain stone work) First class
day
2.42
393.00
DSR 0114
Beldar
day
1.91
297.00
DSR 0115
Coolie
day
0.85
297.00
DSR 0101
Bhisti
day
0.11
328.00
Extra for lifting
DSR 0115
Coolie
day
1.36
297.00
DSR 9999
Sundries, Scaffolding
L.S
37.70
1.70
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Cum
6.5.2
DSR 7.8.1
700.00
84.00
145.55
2,041.80
952.63
566.68
253.04
35.42
402.73
64.09
5,245.95
52.46
5,298.41
794.76
6,093.17
ASHLAR MASONRY
6.6
6.6.1
6.6.1.1
DSR 7.12.1.1
DSR 1160
Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1 surkhi:1 fine
One Face dressed
Red Sand Stone
Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
Red sand stone block
10cudm
13.33
65.00
86.65
3.2 Lime MortAr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand)
DSR 2216
DSR 0115
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
Cudm
4.67
8.23
38.41
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 = tonne
30.659 kg = 0.031 t
0.03
94.80
2.94
day
0.02
297.00
4.46
day
day
day
day
day
0.09
0.01
0.04
0.02
0.04
393.00
393.00
297.00
297.00
328.00
34.58
2.36
13.07
6.53
14.43
day
day
day
day
day
day
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
377.00
393.00
297.00
297.00
328.00
328.00
1.70
19.91
2.83
7.84
7.84
8.66
8.66
4.64
263.80
2.64
266.44
39.97
306.41
30,640.50
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
White Sand Stone
6.6.1.2
Code
Description
Unit
Details
of
cost
for
1
cum.
DSR 7.12.1.2
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
10cudm
Quantity
13.33
Rate
70.00
Amount
93.31
3.2 Lime Moratr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand)
DSR 2216
DSR 0115
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
Cudm
4.67
8.23
38.41
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 = tonne
30.659 kg = 0.031 t
0.03
94.80
2.94
day
0.02
297.00
4.46
day
day
day
day
day
0.09
0.01
0.04
0.02
0.04
393.00
393.00
297.00
297.00
328.00
34.58
2.36
13.07
6.53
14.43
day
day
day
day
day
day
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
361.00
393.00
297.00
297.00
328.00
328.00
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
269.62
2.70
272.32
40.85
313.17
31,316.52
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Both Face dressed
6.6.2
Red Sand Stone
6.6.2.1
Code
Description
Unit
DSR 7.12.1.1 Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160
Red sand stone block
10cudm
3.2 Lime Moratr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand)
DSR 2216
DSR 0115
DSR 0123
DSR 0102
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Quantity
Rate
Amount
13.33
65.00
86.65
Cudm
4.67
8.23
38.41
tonne
0.03
94.80
2.94
day
0.02
297.00
4.46
day
day
0.18
0.01
393.00
393.00
69.17
4.72
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
day
day
day
0.09
0.04
0.09
297.00
297.00
328.00
26.14
13.07
28.86
day
day
day
day
day
day
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
361.00
393.00
297.00
297.00
328.00
328.00
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
333.93
3.34
337.27
50.59
387.86
38,786.24
White Sand Stone
6.6.2.2
Code
Description
Unit
DSR 7.12.1.2 Details of cost for 1 cum.
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
10cudm
3.2 Lime Moratr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand)
DSR 2216
DSR 0115
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Total
Add water charges 1%
Total
Quantity
Rate
Amount
13.33
70.00
93.31
Cudm
4.67
8.23
38.41
tonne
0.03
94.80
2.94
day
0.02
297.00
4.46
day
day
day
day
day
0.18
0.01
0.09
0.04
0.09
361.00
393.00
297.00
297.00
328.00
63.54
4.72
26.14
13.07
28.86
day
day
day
day
day
day
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
393.00
393.00
297.00
297.00
328.00
328.00
1.70
20.75
2.83
7.84
7.84
8.66
8.66
4.64
336.65
3.37
340.02
Add CPOH @ 15%
Cost of 0.01 Cum
51.00
391.02
39,102.47
Cost of 1 Cum
Lime Stone
6.6.2.3
DSR 7.12.1.1 Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 0.01.+Add wastage @ 33.3% =
3.33 cudm Add wastage @ 33.3% =0.133 cudm.
Total = 13.33 cudm
M Rate
Lime sand stone block
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.2
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
Mason (for plain stone work) First class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
Fixing charges
DSR 0125
Mason (for plain stone work) 2nd class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
DSR 0101
Bhisti
DSR 9999
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
6.7
6.7.1
6.7.1.1
Code
DSR 1160
No
0.90
34.00
30.60
Cudm
8.00
8.78
70.24
tonne
0.03
94.80
2.94
day
day
day
day
day
0.18
0.01
0.09
0.04
0.09
393.00
393.00
297.00
297.00
328.00
69.17
4.72
26.14
13.07
28.86
day
day
day
day
day
day
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
361.00
393.00
297.00
297.00
328.00
328.00
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
305.26
3.05
308.32
46.25
354.57
35,456.51
Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse sand)
including centring, shuttering and pointing with lime mortar and an admixture of pigment
matching the stone shade
One Face dressed
Red Sand Stone
Description
Unit
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
Red sand stone block
10cudm
Quantity
13.33
Rate
65.00
Amount
86.65
3.9
DSR 2216
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
& pointing
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
White Sand Stone
6.7.1.2
DSR 7.12.1.2 Details of cost for 1 cum.
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
Lime Mortar 1:3 (1 Lime:3 coarse Sand) for laying
3.9
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
Mason (for plain stone work) First class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
Fixing charges
DSR 0125
Mason (for plain stone work) 2nd class
Cudm
8.00
7.59
60.69
tonne
0.03
94.80
2.94
day
day
day
day
day
0.09
0.01
0.04
0.02
0.04
393.00
393.00
297.00
297.00
328.00
34.58
2.36
13.07
6.53
14.43
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
13.52
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
22.98
day
0.02
297.00
4.46
308.22
3.08
311.30
46.70
358.00
35,799.80
13.33
70.00
93.31
Cudm
8.00
7.59
60.69
tonne
0.03
94.80
2.94
day
day
day
day
day
0.09
0.01
0.04
0.02
0.04
393.00
393.00
297.00
297.00
328.00
34.58
2.36
13.07
6.53
14.43
day
0.05
361.00
19.06
10cudm
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Both Faces dressed
6.7.2
Red Sand Stone
6.7.2.1
DSR 7.12.1.1 Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160
Red sand stone block
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.9
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
Mason (for plain stone work) First class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
Fixing charges
DSR 0125
Mason (for plain stone work) 2nd class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
DSR 0101
Bhisti
DSR 9999
Scaffolding
DSR 9999
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
DSR 0115
0.015
Coolie
Total
Add water charges 1%
Total
day
day
day
day
day
L.S
L.S
0.01
0.03
0.03
0.03
0.03
2.73
13.52
393.00
297.00
297.00
328.00
328.00
1.70
1.70
2.83
7.84
7.84
8.66
8.66
4.64
22.98
day
0.02
297.00
4.46
314.89
3.15
318.03
47.71
365.74
36,573.94
13.33
65.00
86.65
Cudm
8.00
7.59
60.69
tonne
0.03
94.80
2.94
day
day
day
day
day
0.18
0.01
0.09
0.04
0.09
393.00
393.00
297.00
297.00
328.00
69.17
4.72
26.14
13.07
28.86
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
13.52
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
22.98
day
0.02
297.00
4.46
379.20
3.79
382.99
10cudm
Add CPOH @ 15%
Cost of 0.01 Cum
57.45
440.44
44,043.66
Cost of 1 Cum
White Sand Stone
6.7.2.2
DSR 7.12.1.2 Details of cost for 1 cum.
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
10cudm
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.9
Cudm
& pointing
DSR 2216
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
6.8
6.8.1
6.8.1.1
DSR 7.14.1.1
13.33
70.00
93.31
8.00
7.59
60.69
0.03
94.80
2.94
day
day
day
day
day
0.18
0.01
0.09
0.04
0.09
393.00
393.00
297.00
297.00
328.00
69.17
4.72
26.14
13.07
28.86
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
13.52
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
22.98
day
0.02
297.00
4.46
385.86
3.86
389.72
58.46
448.18
44,817.80
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 = tonne
30.659 kg = 0.031 t
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including centring,
One Face dressed
Red Sand Stone
Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160
Red sand stone block
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.9
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
Mason (for plain stone work) First class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
Fixing charges
DSR 0125
Mason (for plain stone work) 2nd class
DSR 0102
Blacksmith 1st Class
DSR 0114
Beldar
DSR 0115
Coolie
DSR 0100
Bandhani
DSR 0101
Bhisti
DSR 9999
Scaffolding
DSR 9999
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
DSR 0115
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
10cudm
13.33
65.00
86.65
Cudm
8.00
7.59
60.69
tonne
0.03
94.80
2.94
day
day
day
day
day
0.18
0.01
0.09
0.04
0.09
393.00
393.00
297.00
297.00
328.00
69.17
4.72
26.14
13.07
28.86
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
33.15
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
56.36
day
0.02
297.00
4.46
412.57
4.13
416.69
62.50
479.20
47,919.70
13.33
70.00
93.31
8.00
7.59
60.69
0.03
94.80
2.94
0.18
0.01
0.09
0.04
0.09
393.00
393.00
297.00
297.00
328.00
69.17
4.72
26.14
13.07
28.86
White Sand Stone
6.8.1.2
DSR 7.12.1.2 Details of cost for 1 cum.
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
10cudm
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.9
Cudm
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 = tonne
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
DSR 0102
DSR 0114
DSR 0115
DSR 0100
Mason (for plain stone work) First class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
day
day
day
day
day
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Both Faces dressed
6.8.2
Red Sand Stone
6.8.2.1
DSR 7.12.1.1 Details of cost for 1 cum.
MATERIAL:
Red sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160
Red sand stone block
Lime Mortar 1:3 (1 Lime:3 coarse Sand) for laying
3.9
& pointing
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
LABOUR
Dressing charges
DSR 0123
Mason (for plain stone work) First class
DSR 0102
Blacksmith 1st Class
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
33.15
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
56.36
day
0.02
297.00
4.46
419.23
4.19
423.42
63.51
486.94
48,693.84
13.33
65.00
86.65
Cudm
8.00
7.59
60.69
tonne
0.03
94.80
2.94
day
day
0.35
0.01
393.00
393.00
138.34
4.72
10cudm
DSR 0126
Mason (for ornamental stone work) 1 st class
day
0.35
393.00
138.34
DSR 0114
DSR 0115
DSR 0100
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
day
day
day
0.09
0.04
0.09
297.00
297.00
328.00
26.14
13.07
28.86
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
33.15
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
56.36
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
day
0.02
297.00
4.46
620.07
6.20
626.27
93.94
720.21
72,021.29
13.33
70.00
93.31
8.00
7.59
60.69
0.03
94.80
2.94
Cost of 1 Cum
White Sand Stone
6.8.2.2
DSR 7.12.1.2 Details of cost for 1 cum.
MATERIAL:
White sand stone
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161
White sand stone block
10cudm
Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying
3.9
Cudm
& pointing
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 = tonne
30.659 kg = 0.031 t
DSR 0123
DSR 0102
LABOUR
Dressing charges
Mason (for plain stone work) First class
Blacksmith 1st Class
day
day
0.35
0.01
393.00
393.00
138.34
4.72
DSR 0126
Mason (for ornamental stone work) 1 st class
day
0.35
393.00
138.34
DSR 0114
DSR 0115
DSR 0100
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Bhisti
Scaffolding
Centring and shuttering
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
day
day
day
0.09
0.04
0.09
297.00
297.00
328.00
26.14
13.07
28.86
day
day
day
day
day
day
L.S
L.S
0.05
0.01
0.03
0.03
0.03
0.03
2.73
33.15
361.00
393.00
297.00
297.00
328.00
328.00
1.70
1.70
19.06
2.83
7.84
7.84
8.66
8.66
4.64
56.36
day
0.02
297.00
4.46
626.74
6.27
633.00
94.95
727.95
72,795.43
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0101
DSR 9999
DSR 9999
DSR 0115
7.0 FLOORING
7.1
7.1.1
Code
DSR 11.23.1
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by
conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1
coarse sand) laid and jointed , including rubbing and polishing complete with
Makrana white second quality
Description
Details of cost for 10 sqm
MATERIAL:
Unit
Quantity
Rate in Rs Amount in Rs
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6001
DSR 9999
DSR 0123
DSR 0114
DSR 0115
DSR 0139
DSR 0013
DSR 9999
White marble slab Makrana second quality plain
Sqm
veined 18 mm thick
Base lime mortar of 20mm thick
3.3
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
LS
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 1st class
day
Beldar
day
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7.1.2
Raj Nagar Plain
DSR 11.23.2
Details of cost for 10 sqm
MATERIAL:
11.50
2,375.00
27,312.50
0.22
6,806.02
1,524.55
0.06
6,806.02
381.14
26.91
1.70
45.75
1.44
1.20
1.20
5.00
4.00
134.55
393.00
297.00
297.00
328.00
350.00
1.70
565.92
356.40
356.40
1,640.00
1,400.00
228.74
33,811.39
338.11
34,149.50
5,122.43
39,271.93
3,927.19
Sqm
11.50
770.00
8,855.00
Cum
0.22
6,806.02
1,524.55
Cum
0.06
6,806.02
381.14
LS
26.91
1.70
45.75
day
day
day
1.44
1.20
1.20
393.00
297.00
297.00
565.92
356.40
356.40
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 7071
DSR 9999
DSR 0123
DSR 0114
DSR 0115
White marble Raj Nagar plain 18 mm thick upto
0.50 sqm area
Base lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 1st class
Beldar
Coolie
DSR 0139
DSR 0013
DSR 9999
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
5.00
4.00
134.55
328.00
350.00
1.70
1,640.00
1,400.00
228.74
15,353.89
153.54
15,507.43
2,326.11
17,833.54
1,783.35
7.1.3
DSR 11.23.3
Agaria White
Details of cost for 10 sqm
MATERIAL:
11.50
1,430.00
16,445.00
0.22
6,806.02
1,524.55
0.06
6,806.02
381.14
26.91
1.70
45.75
1.44
1.20
1.20
5.00
4.00
134.55
361.00
297.00
297.00
328.00
350.00
1.70
519.84
356.40
356.40
1,640.00
1,400.00
228.74
22,897.81
228.98
23,126.78
3,469.02
26,595.80
2,659.58
Sqm
11.50
650.00
7,475.00
Cum
0.22
6,806.02
1,524.55
Cum
0.06
6,806.02
381.14
LS
26.91
1.70
45.75
day
day
day
1.44
1.20
1.20
393.00
297.00
297.00
565.92
356.40
356.40
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 7850
Agaria White marble slab plain 18 mm thick
Sqm
Base lime mortar of 20mm thick
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
LS
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 1st class
day
Beldar
day
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
3.3
DSR 9999
DSR 0123
DSR 0114
DSR 0115
DSR 0139
DSR 0013
DSR 9999
7.1.4
DSR 11.23.4
Black Zebra
Details of cost for 10 sqm
MATERIAL:
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6019
DSR 9999
DSR 0123
DSR 0114
DSR 0115
Black Zebra marble slab plain 18 mm thick
Base lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 1st class
Beldar
Coolie
DSR 0139
DSR 0013
DSR 9999
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
5.00
4.00
134.55
328.00
350.00
1.70
1,640.00
1,400.00
228.74
13,973.89
139.74
14,113.63
2,117.04
16,230.67
1,623.07
7.1.5
DSR 11.23.5
Udaipur Green Marble
Details of cost for 10 sqm
MATERIAL:
Sqm
11.50
825.00
9,487.50
Cum
0.22
6,806.02
1,524.55
Cum
0.06
6,806.02
381.14
LS
26.91
1.70
45.75
day
day
day
day
day
LS
1.44
1.20
1.20
5.00
4.00
134.55
393.00
297.00
297.00
328.00
350.00
1.70
565.92
356.40
356.40
1,640.00
1,400.00
228.74
15,986.39
159.86
16,146.25
2,421.94
18,568.19
1,856.82
Sqm
11.50
750.00
8,625.00
Cum
0.22
6,806.02
1,524.55
Cum
0.06
6,806.02
381.14
LS
26.91
1.70
45.75
day
day
1.44
1.20
393.00
297.00
565.92
356.40
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6010
Udaypur green marble slab plain 18 mm thick
Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
3.3
DSR 9999
LABOUR ( for finishing, polishing and fixing)
DSR 0123
DSR 0114
DSR 0115
DSR 0139
DSR 0013
DSR 9999
Mason (brick layer) 1st class
Beldar
Coolie
Skilled Beldar (for floor rubbing etc.)
Machine for rubbing of floors
Sundries including carriage of lime etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7.1.6
DSR 11.23.6
Pink Plain Marble
Details of cost for 10 sqm
MATERIAL:
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6007
DSR 9999
DSR 0123
DSR 0114
Pink marble slab plain 18 mm thick
Base lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Joint lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Carriage of marble slab
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 1st class
Beldar
DSR 0115
DSR 0139
DSR 0013
DSR 9999
7.2
7.2.1
DSR 11.26
DSR 1168
DSR 0874
DSR 2216
DSR 0124
DSR 0114
DSR 0115
DSR 0139
DSR 0013
DSR 9999
7.3
DSR 11.26
DSR 1168
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
1.20
5.00
4.00
134.55
297.00
328.00
350.00
1.70
356.40
1,640.00
1,400.00
228.74
15,123.89
151.24
15,275.13
2,291.27
17,566.39
1,756.64
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry
mixed with pigment to match the shade of the slab, including rubbing and polishing complete with
base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)
25mm thick
Details of cost for 10 sqm
MATERIAL:
Kota stone slab 20 mm to 25 mm thick (semiSqm
polished) including 15% wastage
Base lime mortar of 20mm thick
3.3
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Pointing lime mortar of 20mm thick
3.3
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Black colour dark shade pigment
Kg
Carriage of stone blocks white & red sand stone
Tonne
& kota stone slab
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 2nd class
day
Beldar
day
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.50
357.00
4,105.50
0.22
6,806.02
1,524.55
0.06
6,806.02
381.14
4.50
55.00
247.50
0.67
94.80
63.52
1.44
1.20
1.20
5.00
4.00
208.13
361.00
297.00
297.00
328.00
350.00
1.70
519.84
356.40
356.40
1,640.00
1,400.00
353.82
10,948.66
109.49
11,058.15
1,658.72
12,716.87
1,271.69
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)
thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime slurry mixed with
pigment to match the shade of the slabs, including rubbing and polishing complete.
Details of cost for 10 sqm
MATERIAL:
Kota stone slab 20 mm to 25 mm thick (semipolished) including 15% wastage
Base lime mortar of 20mm thick
3.3
1:1:1(1lime:1surkhi:1 coarse sand)
Sqm
11.50
357.00
4,105.50
Cum
0.22
6,806.02
1,524.55
3.3
DSR 0874
DSR 2216
DSR 0124
DSR 0114
DSR 0115
DSR 0139
DSR 9999
7.4
DSR 11.23.1
M Rate
3.1.9
DSR 9999
DSR 0124
DSR 0114
DSR 0115
DSR 0139
DSR 9999
7.5
7.5.1
DSR 11.28.1
Pointing lime mortar of 20mm thick
Cum
1:1:1(1lime:1surkhi:1 coarse sand)
Black colour dark shade pigment
Kg
Carriage of stone blocks white & red sand stone
Tonne
& kota stone slab
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 2nd class
day
Beldar
day
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Sundries including carriage of lime etc
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.06
6,806.02
381.14
4.50
55.00
247.50
0.67
94.80
63.52
3.60
3.60
1.20
7.00
174.98
361.00
297.00
297.00
328.00
1.70
1,299.60
1,069.20
356.40
2,296.00
297.47
11,640.87
116.41
11,757.27
1,763.59
13,520.87
1,352.09
Laterite stone flooring with 19 mm thick Laterite stone as per sample of Laterite approved by
Engineer-in-Charge, over 20 mm (average) thick base of lime mortar 1:4 (1 lime : 4 coarse sand)
laid and jointed withlime slurry including rubbing and polishing complete
Details of cost for 10 sqm
MATERIAL:
20mm laterite stone = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
Laterite stone
Sqm
Base lime mortar of 20mm thick 1:3(1lime:3
3.9
Cum
coarse sand)
Joint lime mortar of 20mm thick 1:3(1lime:3
Cum
coarse sand)
Carriage of stone
LS
LABOUR ( for finishing, polishing and fixing)
Mason (brick layer) 2nd class
day
Beldar
day
Coolie
day
Skilled Beldar (for floor rubbing etc.)
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.50
1,050.00
12,075.00
0.22
7,588.17
1,699.75
0.06
7,588.17
424.94
26.91
1.70
45.75
3.60
3.60
1.20
7.00
174.98
361.00
297.00
297.00
328.00
1.70
1,299.60
1,069.20
356.40
2,296.00
297.47
19,564.10
195.64
19,759.74
2,963.96
22,723.70
2,272.37
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1
lime: 3coarse sand) with joints finished flush.
Red Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1164
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
Red sand stone slab 40 mm thick (Indressed)
Sqm
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7.5.2
DSR 11.28.2
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1165
White sand stone slab 40 mm thick (Indressed) Sqm
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
7.6
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.00
190.00
2,090.00
34.06
1.70
57.90
0.22
0.03
0.25
7,588.17
1,897.04
3.72
1.32
0.66
0.32
10.79
393.00
328.00
297.00
328.00
1.70
1,461.96
432.96
196.02
106.27
18.34
6,260.50
62.60
6,323.10
948.47
7,271.57
727.16
11.00
215.00
2,365.00
34.06
1.70
57.90
0.22
0.03
0.25
7,588.17
1,897.04
3.72
1.32
0.66
0.32
10.79
393.00
328.00
297.00
328.00
1.70
1,461.96
432.96
196.02
106.27
18.34
6,535.50
65.35
6,600.85
990.13
7,590.98
759.10
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1
lime: 3coarse sand) with joints finished flush.
7.6.1
DSR 11.29.1
Red Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1164
Red sand stone slab 40 mm thick (Indressed)
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
7.6.2
DSR 1165
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
Sqm
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
iii. For Pointing
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.00
190.00
2,090.00
34.06
1.70
57.90
0.22
0.03
0.02
0.27
7,588.17
2,071.57
4.68
1.32
1.68
0.66
26.91
393.00
328.00
297.00
328.00
1.70
1,839.24
432.96
498.96
216.48
45.75
7,252.86
72.53
7,325.39
1,098.81
8,424.20
842.42
11.00
215.00
2,365.00
34.06
1.70
57.90
0.22
0.03
0.02
0.27
7,588.17
2,071.57
4.68
1.32
1.68
0.66
26.91
393.00
328.00
297.00
328.00
1.70
1,839.24
432.96
498.96
216.48
45.75
7,527.86
75.28
7,603.14
1,140.47
8,743.61
874.36
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
white sand stone slab 40 mm thick (Indressed) Sqm
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
iii. For Pointing
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7.7
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1
lime: 1 surkhi:1coarse sand) with joints finished flush.
7.7.1
DSR 11.28.1
Red Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1164
Red sand stone slab 40 mm thick (Indressed)
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
Sqm
Carriage
LS
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)
i. For bedding
ii. For Joining
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
3.3
sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.00
190.00
2,090.00
34.06
1.70
57.90
0.25
6,806.02
1,701.50
3.72
1.32
0.66
0.32
10.79
393.00
328.00
297.00
328.00
1.70
1,461.96
432.96
196.02
106.27
18.34
6,064.96
60.65
6,125.61
918.84
7,044.45
704.45
0.22
0.03
7.7.2
DSR 11.28.1
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1165
White sand stone slab 40 mm thick (Indressed) Sqm
11.00
215.00
2,365.00
DSR 9999
Carriage
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)
i. For bedding
ii. For Joining
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)
LABOUR
Mason Brick I Class
Bandhani
Coolie
Bhisti
Sundries
34.06
1.70
57.90
0.25
6,806.02
1,701.50
3.72
1.32
0.66
0.32
10.79
393.00
328.00
297.00
328.00
1.70
1,461.96
432.96
196.02
106.27
18.34
3.1.3
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
LS
0.22
0.03
day
day
day
day
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
6,339.96
63.40
6,403.36
960.50
7,363.86
736.39
Cost of 1 Sqm
7.8
40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime :3
coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 stone dust)
admixed with pigment to match the shade of stone and pointing with same mortar
7.8.1
DSR 11.30.1
Red Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1164
Red sand stone slab 40 mm thick (Indressed)
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
DSR 0139
DSR 0013
Sqm
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
iii. For bedding
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
LABOUR
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.00
190.00
2,090.00
34.06
1.70
57.90
0.22
0.03
0.02
0.27
4.68
1.32
1.68
0.66
26.91
7,588.17
393.00
328.00
297.00
328.00
1.70
2,071.57
1,839.24
432.96
498.96
216.48
45.75
0.62
0.99
328.00
350.00
202.70
345.80
7,801.36
78.01
7,879.38
1,181.91
9,061.28
906.13
7.8.2
DSR 11.30.2
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1165
White sand stone slab 40 mm thick (Indressed) Sqm
11.00
215.00
2,365.00
DSR 9999
Carriage
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
iii. For Pointing
34.06
1.70
57.90
LS
0.22
0.03
0.02
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
DSR 0139
DSR 0013
7.9
DSR 11.3.1
DSR 0295
DSR 0297
DSR 2202
DSR 0982
DSR 2203
DSR 0367
DSR 2209
M Rate
DSR 0123
DSR 0114
DSR 0101
DSR 0127
DSR 0002
DSR 9999
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
LABOUR
Skilled Beldar (for floor rubbing etc.)
day
Machine for rubbing of floors
day
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.27
4.68
1.32
1.68
0.66
26.91
7,588.17
393.00
328.00
297.00
328.00
1.70
2,071.57
1,839.24
432.96
498.96
216.48
45.75
0.62
0.99
328.00
350.00
202.70
345.80
8,076.36
80.76
8,157.13
1,223.57
9,380.70
938.07
40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse
sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of
cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion
including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps.
complete
Details of cost for 10 sqm
MATERIAL:
Stone Aggregate (Single size) : 20 mm nominal
Cum
size
Stone Aggregate (Single size) : 20 mm nominal
Cum
size
Carriage of stone aggregate below 40 mm
Cum
nominal size
Coarse sand (zone III)
Cum
Carriage of coarse sand
Cum
Portland Cement
tonne
Carriage of cement
tonne
Red oxide
Kg
LABOUR
Mason 1st class
day
Beldar
day
Bhisti
day
Driver (for Road Roller, Concrete Mixer Truck
day
etc.)
Hire charges of Concrete Mixer 0.25 to 0.40
day
cum with Hopper
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.27
1,200.00
320.40
0.09
1,050.00
93.45
0.36
106.64
37.96
0.18
0.18
0.17
0.17
15.00
1,120.00
106.64
6,600.00
94.80
75.00
199.36
18.98
1,122.00
16.12
1,125.00
1.40
2.45
1.82
393.00
297.00
328.00
550.20
727.65
596.96
0.05
393.00
20.63
0.03
800.00
24.00
40.43
1.70
68.73
4,921.45
49.21
4,970.66
745.60
5,716.26
571.63
7.10
DSR 11.3.1
DSR 3.8
DSR 0367
DSR 2209
DSR 0875
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand)
finished with a floating coat of neat cement including rounding of junctions with floor.
Details of cost for 10 sqm
MATERIAL:
Cement mortar 1:3 = 0.205 cum+Add for
rounding corners = 0.030 cum = 0.235
Portland Cement
Carriage of cement
Red oxide
LABOUR
Mason 1st class
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cum
0.24
366.20
86.06
tonne
tonne
Kg
0.19
0.19
22.00
6,600.00
94.80
75.00
1,226.61
17.62
1,650.00
day
day
day
LS
3.29
3.29
0.95
19.76
393.00
297.00
328.00
1.70
1,292.97
977.13
309.96
33.59
5,593.94
55.94
5,649.88
847.48
6,497.36
649.74
Cost of 1 Sqm
7.11
DSR 11.3.1
DSR 0123
DSR 0115
DSR 0101
DSR 9999
7.12
DSR 11.29.1
M Rate
DSR 9999
Laying lime flooring-Providing and laying lime concrete(1 lime:3 brick bats) up to 100mm thickness
tamping and compacting properly which is follwed by laying of Lime mortar 1:3 up to a thickness
of 20mm.Rework to be done till the desired smoothness on the surface
Details of cost for 1 sqm
MATERIAL:
4.4 Lime Concrete
Sqm
Lime Mortar 1:3 (1 Lime: 3 Coarse sand)
Cum
Lime Mortar 1:3 (1 Lime: 3 Fine Sand sand)
Cum
LABOUR
Mason 1st class
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
1.20
0.01
0.01
841.74
7,588.17
8,782.53
1,010.09
91.06
105.39
0.41
0.15
0.74
19.76
393.00
297.00
328.00
1.70
162.11
44.55
243.54
33.59
1,690.33
16.90
1,707.24
256.09
1,963.32
Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with
joints finished flush.
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Heritage Floor tiles
Sqm
11.00 2,044.40
22,488.40
Carriage
LS
34.06
1.70
57.90
Lime mortar 1:3 (1 Lime:3 Coarse sand)
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
7.13
DSR 11.29.1
M Rate
DSR 9999
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
i. For bedding
ii. For Joining
iii. For Pointing
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.22
0.03
0.02
0.27
7,588.17
2,071.57
4.68
1.32
1.68
0.66
26.91
393.00
328.00
297.00
328.00
1.70
1,839.24
432.96
498.96
216.48
45.75
27,651.26
276.51
27,927.77
4,189.17
32,116.94
3,211.69
Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand)
with joints finished flush.
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Heritage Floor tiles
Sqm
Carriage
LS
Lime mortar 1:3 (1 Lime:3 Coarse sand)
i. For bedding
ii. For Joining
iii. For Pointing
3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand)
LABOUR
Mason Brick I Class
day
Bandhani
day
Coolie
day
Bhisti
day
Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.00
34.06
1,614.00
1.70
17,754.00
57.90
0.22
0.03
0.02
0.27
7,588.17
2,071.57
5.07
1.43
1.82
0.72
26.91
393.00
328.00
297.00
328.00
1.70
1,992.51
469.04
540.54
234.52
45.75
23,165.83
231.66
23,397.49
3,509.62
26,907.11
2,690.71
8.0 ROOFING
8.1
Code
Providing and laying Flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 lime: 2 fine
sand) mixed with 5% crude oil by weight of lime, over 20mm layer of lime mortar 1:2 (1 lime: 2 fine
sand)
Description
Unit
Quantity
Rate in Rs
Amount in
Rs
DSR 12.20 Detail of cost for 10 Sqm
DSR7266
DSR2207
MATERIAL:
Pressed clay tiles 20mm thick 250x250 mm size
Carriage of brick tiles
1000 Nos
1000 Nos
3.8
Lime mortar 1:2 (1 lime: 2 Fine Sand) for bedding
3.8
Lime mortar 1:2 (1 lime: 2 Fine Sand) for pointing
M Rate
5 % crude oil by weight of lime
LABOUR
DSR0123 Mason (brick layer) 1st class
DSR 0114 Beldar
DSR 9999 Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
160
160
12150
170.63
1,944.00
27.30
Cum
0.224
8,256.64
1,849.49
Cum
0.037
8,256.64
305.50
Kg
0.2
100.00
20.00
day
day
LS
0.72
3.12
14.3
393.00
297.00
1.70
282.96
926.64
24.31
5,380.19
53.80
5,434.00
815.10
6,249.10
624.91
Cost of 1 Sqm
8.2
Code
Removing brick tiles from 50 to 60cm thick lime terrace and relaying an average thickness 7.5cm laid
to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi)
rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class
designation 100 to 50 mm thick red sand stone grouted with lime mortar 1:3(1 Lime: 3 Fine sand) with
5% crude oil by weight of lime over 20mm layer of lime mortar 1:3 (1 lime : 3 fine sand)
Description
Unit
Quantity
Rate in Rs
Amount in
Rs
DSR 12.20 Detail of cost for 10 Sqm
Demolishing brick tile covering in terracing including
DSR 15.26 stacking of serviceable material and disposal of
unserviceable material within 50 metres lead
4.6
DSR7266
DSR2207
3.8
3.8
M Rate
MATERIAL:
Lime concrete with 25mm size brick aggregate and
50% lime mortar 1:2 (1lime:2 Surkhi)
Pressed clay tiles 20mm thick 250x250 mm size
Carriage of brick tiles
Lime mortar 1:2 (1 lime: 2 Fine Sand)
Lime mortar 1:2 (1 lime: 2 Fine Sand)
5 % crude oil by weight of lime
LABOUR
Sqm
10.5
36.95
387.975
Cum
0.075
9,341.38
700.60
1000 Nos
1000 Nos
Cum
Cum
Kg
160
160
0.224
0.037
0.2
12,150.00
170.63
8,256.64
8,256.64
100.00
1,944.00
27.30
1,849.49
305.50
20.00
DSR0123 Mason (brick layer) 1st class
DSR 0114 Beldar
DSR 9999 Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
day
day
LS
0.72
3.12
14.3
393.00
297.00
1.70
Cost of 1 Sqm
8.3
Code
M Rate
DSR 2207
DSR 0305
M Rate
DSR 1219
DSR 0859
DSR 0123
DSR 0114
DSR 0123
DSR 0114
DSR 9999
8.4
Code
M Rate
DSR 2207
DSR 1189
DSR 0806
DSR 0859
DSR 0806
DSR 1219
282.96
926.64
24.31
6,468.77
64.69
6,533.46
980.02
7,513.48
751.35
Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per
approved pattern on bamboo frame work complete
Description
Details of cost for 12.76 Sqm
MATERIAL:
Tiles average size of 200mmx125mmx6mm
Carriage of country tiles
Bamboo Battens 25mm 2.5 M long =350
Bamboo Battens 25mm 1 M long =Rs.140
Bamboo Battens 25mm 3.3 M long =Rs.462
Bamboo Battens 25mm 3.3 M long
Fibre rope
Iron Nails
Oil type wood preservative
Labour - Fixing Battens
Mason 1st class
Beldar
Labour - Laying Tiles
Mason 1st class
Beldar
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 12.76 Sqm
Cost of 1 Sqm
Unit
Quantity
Rate in Rs
Amount in
Rs
1000 Nos
1000 Nos
1276
1276
3,000.00
170.63
3,828.00
217.72
No
Kg
Kg
lit
12.00
1.00
1.00
2
462.00
50.00
60.00
80.00
5,544.00
50.00
60.00
160.00
day
day
5.00
5.00
393.00
297.00
1,965.00
1,485.00
day
day
L.S
3.00
3.00
13.00
393.00
297.00
1.70
1,179.00
891.00
22.10
15,401.82
154.01824
15,555.84
2333.3763
17,889.22
1401.9764
Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per
approved pattern on Teak wooden frame work complete
Amount in
Description
Unit
Quantity Rate in Rs
Rs
Details of cost for 10 Sqm
MATERIAL:
Tiles average size of 200mmx125mmx6mm
1000 Nos
1125
3,000.00
3,375.00
Carriage of country tiles
1000 Nos
1125
170.63
191.96
Second class teak wood in scantling
cum
0.12 160,678.70 19,763.48
Paint
lit
2.00
120.00
240.00
Oil type wood preservative
lit
2
80.00
160.00
Primer
lit
2
120.00
240.00
Iron Nails
Kg
0.55
60.00
33.00
Labour
DSR 0111 Carpenter
DSR 0114 Beldar
DSR 9999 Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
day
day
L.S
2.20
1.10
13.00
393.00
297.00
1.70
Cost of 1 Sqm
8.5
Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix
recommended by by UNESCO
Code
DSR 1007
DSR 2207
DSR 5.9.9
5.10
DSR 1002
3.16.1
DSR 9999
DSR 0123
DSR 0115
DSR 9999
8.6
864.60
326.70
22.10
25,216.84
252.16839
25,469.01
3820.3511
29,289.36
2928.9358
Description
Details of cost for 12 Sqm (2.4mx5m)
MATERIAL:
Rolled steel Joists of 160mmx60mm size
Carriage of steel
Centering and shuttering including strutting, propping
etc. and removal Centering and shuttering including
strutting, propping etc. and removal Arches, domes,
vaults up to 6 m span
Brick work in gauged arches for span up to 6 metres
with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 fine sand).
Tie rod
Kafgi cement mix
Sundries
Mason 1st class
Coolie
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Unit
Quantity
Rate in Rs
Amount in
Rs
Quintal
Tonne
6.92
0.692
4,650.00
94.80
32,178.00
65.60
Sqm
16.00
1,006.65
16,106.40
Cum
1.34
12,153.31
16,334.04
Kg
Cum
LS
day
day
L.S
4.40
1.08
125
5.50
10.00
58.00
4,500.00
8,517.74
1.70
393.00
297.00
1.70
19,800.00
9,158.27
212.50
2,161.50
2,970.00
98.60
89,926.65
899.26646
90,825.91
13623.887
104,449.80
10444.98
Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden karries or R.C.C.
battens or structural steel sections (karries or battens or structural steel sections to be separetely),
including pointing the ceiling joints with lime mortar 1:3 complete:
Lime Sand stone
Code
DSR
11.30.1
Description
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Unit
Quantity
Rate in Rs
Amount in
Rs
M Rate
DSR 9999
3.9
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
8.7
Total = 11.00 sqm
Lime stone of size 15"x9"x7"
Carriage
Lime mortar 1:3 (1 Lime:3 Coarse sand)
For Joining and Pointing
Lime mortar 1:3 (1 Lime:3 Coarse sand)
Labour
Mason Brick I Class
Bandhani
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
day
day
day
day
LS
130
34.06
34.00
1.70
4,420.00
57.90
0.049
0.049
7,588.17
371.82
4.68
1.32
1.68
0.66
26.91
393.00
328.00
297.00
328.00
1.70
1,839.24
432.96
498.96
216.48
45.75
7,883.11
78.83
7,961.94
1,194.29
9,156.23
915.62
Roofing with pot-Providing and laying burnt earthern pots over and between lime concrete/mud
mortar using pots of max dia 150mm to 200 mm and pack the gaps between pots with Lime Mortar
(1:3)
Code
DSR
11.30.1
No
LS
Description
Unit
Quantity
Rate in Rs
Amount in
Rs
Details of cost for 1 sqm
MATERIAL:
3.9
Lime Mortar as a filling material between the pots
Cum
M Rate
Burnt Earthern Pots
Labour
Mason Brick I Class
Bandhani
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
Cost of 1 Sqm
0.017
7,588.17
129.00
No
50
12.00
600.00
day
day
day
day
LS
0.3
0.13
0.17
0.06
12
393.00
328.00
297.00
328.00
1.70
117.90
42.64
50.49
19.68
20.40
980.11
9.80
989.91
148.49
1,138.40
9.0 FINISHES
Lime plaster 1:3 (1 slaked lime : 3 coarse sand)
9.1
20mm Thickness
9.1.1
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 13.1.1 Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1: 3(1 Lime:3 coarse
3.9
Cum
0.0224 7,588.17
169.97
sand)
LABOUR
DSR 0123 Mason First Class
day
0.134
393.00
52.66
DSR 0115 Coolie
day
0.90
297.00
267.30
DSR 0101 Bhisti
day
1.10
328.00
362.11
DSR 9999 Scaffolding and Sundries
LS
15.132
1.70
25.72
Total
877.77
Add water charges 1%
8.78
Total
886.55
Add CPOH @ 15%
132.98
Cost of 1 Sqm
1,019.53
9.1.2
Code
DSR 13.1.1
3.9
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.1.3
Code
3.9
DSR 0123
DSR 0115
DSR 0101
DSR 9999
15mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1: 3(1 Lime:3 coarse
Cum
sand)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
12mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1: 3(1 Lime:3 coarse
Cum
sand)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.0174
7,588.17
132.03
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
839.83
8.40
848.23
127.23
975.47
Quantity Rate in Rs Amount in Rs
0.0144
7,588.17
109.27
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
817.07
8.17
825.24
123.79
949.02
9.2
Lime plaster 1:1:1 (1 slaked lime :1 surkhi: 1 fine sand)
9.2.1
Code
20mm Thickness Double Coat
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1:1:1 (1 Lime:1 surkhi:1
Cum
fine sand)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
3.2
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.2.2
Code
3.2
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.2.3
Code
3.2
DSR 0123
DSR 0115
DSR 0101
DSR 9999
15mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1:1:1 (1 Lime:1 surkhi:1
Cum
fine sand)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
12mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1:1:1 (1 Lime:1 surkhi:1
Cum
fine sand)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.022
0.134
0.90
1.10
15.132
8,232.80
181.12
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
888.92
8.89
897.81
134.67
1,032.48
Quantity Rate in Rs Amount in Rs
0.01725
0.134
0.90
1.10
15.132
8,232.80
142.02
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
849.81
8.50
858.31
128.75
987.06
Quantity Rate in Rs Amount in Rs
0.0138
0.134
0.90
1.10
15.132
8,232.80
113.61
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
821.41
8.21
829.63
124.44
954.07
9.3
9.3.1
Code
3.10
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.3.2
Code
3.10
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.3.3
Code
3.10
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Lime plaster 1:2 :1(1 lime putty : 2 coarse sand:1surkhi)
20mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar 1:2:1 (1 slaked lime: 2
Cum
coarse sand:1 surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
15mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar 1:2:1 (1 slaked lime: 2
Cum
coarse sand:1 surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.0224
6,397.70
143.31
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
851.11
8.51
859.62
128.94
988.56
Quantity Rate in Rs Amount in Rs
0.018
6,397.70
115.16
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
822.96
8.23
831.19
124.68
955.86
12mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar 1:2:1 (1 slaked lime: 2
Cum
coarse sand:1 surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.0144
6,397.70
92.13
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
799.93
8.00
807.92
121.19
929.11
9.4
9.4.1
Code
Lime plaster 1:2 (1 lime putty : 2 surkhi)
20mm Thickness
Description
Unit
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Details of cost for 1 Sqm.
MATERIAL:
Lime plaster 1:2 (1 lime putty : 2
Cum
surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
9.4.2
15mm Thickness
3.5
Code
3.5
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.4.3
Code
3.5
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime plaster 1:2 (1 lime putty : 2
Cum
surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
12mm Thickness
Description
Unit
Details of cost for 1 Sqm.
MATERIAL:
Lime plaster 1:2 (1 lime putty : 2
Cum
surkhi)
LABOUR
Mason First Class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.0224
6,565.11
147.06
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
854.86
8.55
863.41
129.51
992.92
Quantity Rate in Rs Amount in Rs
0.01725
0.134
0.90
1.10
15.132
6,565.11
113.25
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
821.05
8.21
829.26
124.39
953.65
Quantity Rate in Rs Amount in Rs
0.0138
0.134
0.90
1.10
15.132
6,565.11
90.60
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
798.40
7.98
806.38
120.96
927.34
9.5
Code
Lime plaster 1:2(1 lime putty : 2 coarse Sand)
20mm Thickness First Coat of 12mm and second coat 8mm in each coat
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 0155
DSR 0115
DSR 0101
DSR 9999
Details of cost for 1 Sqm.
MATERIAL:
Lime mortar1:1 (1 Lime1:2 coarse
Cum
sand)
LABOUR
Mason First class
day
Coolie
day
Bhisti
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
9.6
Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients
followed by grinding to fine paste for smooth finish
3.7
Code
Description
MATERIAL:
Marble Powder
Lime
Dal
Gur & Belgiri
LABOUR
DSR 0155 Mason (Average)
DSR 0115 Coolie
DSR 9999 Scaffolding and Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
DSR 13.18
& ISOR
DSR 9999
DSR 9999
Unit
Cum
Quintal
LS
LS
day
day
LS
0.0224
7,005.52
156.92
0.134
0.90
1.10
15.132
393.00
297.00
328.00
1.70
52.66
267.30
362.11
25.72
864.72
8.65
873.37
131.01
1,004.37
Quantity Rate in Rs Amount in Rs
0.05
0.05
9
15
1,000.00
800.00
1.70
1.70
50.00
40.00
15.30
25.50
0.324
0.324
9.672
377.00
297.00
1.70
122.15
96.23
16.44
365.62
3.66
369.27
55.39
424.67
Cost of 1 Sqm
9.7
Code
DSR 9999
DSR 0123
DSR 0115
DSR 9999
Preparing and applying of lime mortar plaster 1 Lime:2 fine sand up to a thickness of
3mm over the lime mortar plaster laid.
Description
Unit
MATERIAL:
Lime Mortar 1 lime: 2 Fine stand
Cum
Gur & Belgiri
LS
LABOUR
Mason First class
day
Coolie
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.005
4
8,256.64
1.70
41.28
6.80
0.27
0.27
9.672
393.00
297.00
1.70
106.11
80.19
16.44
250.83
2.51
253.33
38.00
291.33
9.8
Code
ISOR 11.8
DSR 0155
DSR 0115
DSR 0114
DSR 9999
9.9
Code
DSR 13.16
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Plastering of the dome in lime mortar 1:2:1(1 Lime:2 coarse sand:1 surkhi ) up to
20mm thickness
Description
Unit
Quantity Rate in Rs Amount in Rs
MATERIAL
Lime mortar 1:2:1
Cum
0.025 6,397.70
159.94
LABOUR
Mason (Average)
day
0.1608
377.00
60.62
Coolie
day
1.08
297.00
320.76
Bhisti
day
1.32
328.00
434.53
Scaffolding and Sundries
LS
15.132
1.70
25.72
Total
1,001.58
Add water charges 1%
10.02
Total
1,011.60
Add CPOH @ 15%
151.74
Cost of 1 Sqm
1,163.34
Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand)
20mm Thickness First Coat of 12mm and second coat 8mm in each coat
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm.
MATERIAL:
Mud mortar1:3:1 (1 Lime1:3 mud:1
Cum
0.0224 4,989.45
111.76
coarse sand)
LABOUR
Mason First class
day
0.134
393.00
52.66
Coolie
day
0.90
297.00
267.30
Bhisti
day
1.10
328.00
362.11
Scaffolding and Sundries
LS
15.132
1.70
25.72
Total
819.56
Add water charges 1%
8.20
Total
827.76
Add CPOH @ 15%
124.16
Cost of 1 Sqm
951.92
ORNAMENTAL PLASTER WORK
9.10
9.10.1
Making cornice band with ornamental design as per the conservation Architect's
design with lime plaster (1lime:3 finesand)
Size 150mm wide and 50mm average
thick
Code
Description
Unit
ISOR 1.12 Details of cost for 10m.
MATERIAL
Lime plaster 1:3 (1 lime putty : 3 Fine
3.13
Cum
sand)
M Rate
Bonding Agent (Nitobond SBR)
DSR 0006 Spray Machine for water jet spray
Labour
M Rate
Conservator
Mason (for ornamental stone work)
DSR 0126
1 st class
Lit
Quantity Rate in Rs Amount in Rs
0.5
8,782.53
4,391.26
0.5
400.00
200.00
day
0.5
250.00
125.00
day
0.05
1,650.00
82.50
day
2
393.00
786.00
DSR 0114 Beldar
DSR 0128 Mate
DSR 9999 Scaffolding and Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
day
day
LS
2.5
1
100
297.00
328.00
1.70
Cost of 1 m
Size 100mm wide and 50mm average
thick
Code
Description
Unit
ISOR 1.12 Details of cost for 10m.
MATERIAL
Lime plaster 1:3 (1 lime putty : 3 Fine
3.13
Cum
sand)
742.50
328.00
170.00
6,825.26
68.25
6,893.52
1,034.03
7,927.54
792.75
9.10.2
M Rate
Bonding Agent (Nitobond SBR)
DSR 0006 Spray Machine for water jet spray
M Rate
DSR 0126
DSR 0114
DSR 0128
DSR 9999
9.10.3
Code
3.13
M Rate
DSR 0126
DSR 0114
DSR 0128
DSR 9999
0.3
8,782.53
2,634.76
400.00
140.00
0.35
250.00
87.50
0.05
1,650.00
82.50
2
393.00
786.00
2.5
1
100
297.00
328.00
1.70
742.50
328.00
170.00
4,971.26
49.71
5,020.97
753.15
5,774.12
577.41
0.35
day
Labour
Conservator
day
Mason (for ornamental stone work)
day
1 st class
Beldar
day
Mate
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
Cost of 1 m
Size 75mm wide and 50mm average
thick
Description
Unit
Details of cost for 10m.
MATERIAL
Lime plaster 1:3 (1 lime putty : 3 Fine
Cum
sand)
Bonding Agent (Nitobond SBR)
DSR 0006 Spray Machine for water jet spray
M Rate
Lit
Quantity Rate in Rs Amount in Rs
Labour
Conservator
Mason (for ornamental stone work)
1 st class
Beldar
Mate
Scaffolding and Sundries
Lit
Quantity Rate in Rs Amount in Rs
0.3
8,782.53
2,634.76
0.3
400.00
120.00
day
0.3
250.00
75.00
day
0.05
1,650.00
82.50
day
2
393.00
786.00
day
day
LS
2.5
1
100
297.00
328.00
1.70
742.50
328.00
170.00
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
4,938.76
49.39
4,988.15
748.22
5,736.37
573.64
Cost of 1 m
9.11
Code
Repairing ornamental plaster works to match with the existing design using lime
plaster (1lime putty:1surkhi:1 Fine sand)
Description
Unit
ISOR 1.13 Details of cost for 10Sqm.
MATERIAL
Lime plaster 1:1:1(1 lime putty : 1
3.2
Cum
Surkhi:1 Fine sand)
Labour
M Rate
Conservator
day
M Rate
Designer for arts
day
Mason (for ornamental stone work)
DSR 0126
day
1 st class
DSR 0114 Beldar
day
DSR 0128 Mate
day
Scaffolding and Sundries, natural
DSR 9999
LS
additives
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
Cost of 1 m
9.12
Code
ISOR 7.4
3.5
M Rate
DSR 0126
DSR 0114
DSR 0128
DSR 9999
Quantity Rate in Rs Amount in Rs
0.486
8,232.80
4,001.14
1
4
1,650.00
1,000.00
1,650.00
4,000.00
25
393.00
9,825.00
14
10
297.00
328.00
4,158.00
3,280.00
851
1.70
1,446.70
28,360.84
283.61
28,644.45
4,296.67
32,941.12
3,294.11
Stucco work in lime, surkhi(1:2) as per traditional practices and design, the mortar
should be prepared by grinding mill only. The thickness varies from 10mm to 100mm
as per design.
Description
Unit
Details of cost for 10Sqm.
MATERIAL
Lime plaster 1:2(1 lime putty : 2
Cum
Surkhi)
Labour
Conservator
day
Mason (for ornamental stone work)
day
1 st class
Beldar
day
Mate
day
Scaffolding and Sundries
LS
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
Cost of 1 m
Quantity Rate in Rs Amount in Rs
0.0972
6,565.11
638.13
2
1,650.00
3,300.00
20
393.00
7,860.00
20
1
2500
297.00
328.00
1.70
5,940.00
328.00
4,250.00
22,316.13
223.16
22,539.29
3,380.89
25,920.18
2,592.02
LIME POINTING
Raised and cut lime pointing 1:2 (1
9.13
Lime:2 surkhi)
In Stonework
9.13.1
Code
Description
ISOR 2.22 Details of cost for 10 Sqm.
Materials
3.5
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Lime mortar 1 lime putty:2 surkhi
Labour
Mason (brick layer) 1 st class
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Unit
Quantity Rate in Rs Amount in Rs
Cum
0.04
6,565.11
262.60
day
day
day
LS
3
2.96
1.00
8.50
393.00
297.00
328.00
1.70
1,179.00
879.12
328.00
14.45
2,663.17
26.63
2,689.81
403.47
3,093.28
309.33
Cost of 1 Sqm
9.13.2
Code
DSR
In Brick work
3.5
Lime mortar 1 lime putty:2 surkhi
Description
Details of cost for 10 Sqm.
Materials
Unit
Cum
Labour
DSR 0123 Mason (brick layer) 1 st class
day
DSR 0115 Coolie
day
DSR 0101 Bhisti
day
Sundries,Scaffolding and racking out
DSR 9999
LS
joints
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Recessed lime pointing 1:2 (1 Lime:2 surkhi)
9.14
In Stonework
9.14.1
Code
Description
Unit
ISOR 2.36 Details of cost for 10 Sqm.
Materials
3.5
Lime mortar 1 lime putty:2 surkhi
Labour
DSR 0123 Mason (brick layer) 1 st class
DSR 0115 Coolie
DSR 0101 Bhisti
Quantity Rate in Rs Amount in Rs
0.05472
6,565.11
359.24
2
2
1.80
393.00
297.00
328.00
786.00
594.00
590.40
175.00
1.70
297.50
2,627.14
26.27
2,653.41
398.01
3,051.43
305.14
Quantity Rate in Rs Amount in Rs
Cum
0.03
6,565.11
196.95
day
day
day
1
1.75
1.25
393.00
297.00
328.00
393.00
519.75
410.00
DSR 9999
Sundries for raking out joints,
cleaning etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
LS
155.00
1.70
1,783.20
17.83
1,801.04
270.16
2,071.19
207.12
Cost of 1 Sqm
9.14.2
263.50
In Brick Work
Code
Description
Unit
9.12.2
Details of cost for 10 Sqm.
Materials
3.5
Lime mortar 1 lime putty:2 surkhi
Labour
DSR 0123 Mason (brick layer) 1 st class
DSR 0115 Coolie
DSR 0101 Bhisti
Sundries for raking out joints,
DSR 9999
cleaning etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Quantity Rate in Rs Amount in Rs
Cum
0.02
6,565.11
131.30
day
day
day
0.92
0.92
1.67
393.00
297.00
328.00
361.56
273.24
549.07
125.00
1.70
212.50
LS
1,527.67
15.28
1,542.95
231.44
1,774.39
177.44
Cost of 1 Sqm
9.15
9.15.1
Code
Flush Pointing with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)
In stone Work
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm.
Materials
3.5
Lime mortar 1 lime putty:2 surkhi
DSR 0123
DSR 0115
DSR 0101
DSR 9999
Labour
Mason (brick layer) 1 st class
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cum
0.04
6,565.11
262.60
day
day
day
LS
2
2.5
0.97
155
393.00
297.00
328.00
1.70
786.00
742.50
316.52
263.50
2,371.12
23.71
2,394.84
359.23
2,754.06
275.41
Cost of 1 Sqm
9.15.2
Code
DSR
13.31.1
In Brick Work
Description
Details of cost for 10 Sqm.
Materials
Unit
Quantity Rate in Rs Amount in Rs
3.5
DSR 0123
DSR 0115
DSR 0101
DSR 9999
9.16
Code
3.5
Lime mortar 1 lime putty:2 surkhi
Cum
Labour
Mason (brick layer) 1 st class
day
Coolie
day
Bhisti
day
Sundries,Scaffolding and racking out
LS
joints
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.036
6,565.11
236.34
1
1
1.25
393.00
297.00
328.00
393.00
297.00
410.00
143
1.70
243.10
1,579.44
15.79
1,595.24
239.29
1,834.52
183.45
Ruled Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)
Description
Details of cost for 10 Sqm.
Materials
Lime mortar 1 lime putty:2 surkhi
Labour
DSR 0123 Mason (brick layer) 1 st class
DSR 0115 Coolie
DSR 0114 Beldar
Unit
Quantity Rate in Rs Amount in Rs
Cum
0.3
6,565.11
1,969.53
day
day
day
0.85
0.85
0.20
393.00
297.00
297.00
334.05
252.45
59.40
DSR 9999 Scaffolding, pumps for watering 8%
209.2
DSR 9999 Sundries & Contingencies 3%
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
9.17
Code
3.5
78.45
2,903.08
29.03
2,932.11
439.82
3,371.93
337.19
Struck or weathered Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty
:2 Surkhi)
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm.
Materials
Lime mortar 1 lime putty:2 surkhi
Cum
Labour
DSR 0123 Mason (brick layer) 1 st class
day
DSR 0115 Coolie
day
DSR 0114 Beldar
day
Scaffolding, pumps for watering
Sundries & Contingencies
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
0.3
6,565.11
1,969.53
1
0.9
0.20
393.00
297.00
297.00
393.00
267.30
59.40
155.3868
74.6
2,919.22
29.19
2,948.41
442.26
3,390.67
339.07
9.18
Code
Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1Brick jeera)
Description
ISOR 11.4 Details of cost for 10 Sqm.
Materials
DSR 0982 Coarse sand
DSR 1182 Brick Jeera
DSR 0773 Lime
DSR 9999 Gur & Belgiri
Labour
DSR 0123 Mason (brick layer) 1 st class
DSR 0114 Beldar
Extra Labour for mixing
DSR 0115 Coolie
DSR 0101 Bhisti
DSR 9999 Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Unit
Quantity Rate in Rs Amount in Rs
Cum
Cum
Quintal
LS
0.11
0.11
0.69
33
1,120.00
700.00
800.00
1.70
123.20
77.00
552.00
56.10
day
day
3.05
3.00
393.00
297.00
1,198.65
891.00
day
day
LS
1
1.00
34.00
297.00
328.00
1.70
297.00
328.00
57.80
3,580.75
35.81
3,616.56
542.48
4,159.04
415.90
Cost of 1 Sqm
9.19
Code
Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1 Surkhi)
Description
ISOR 11.9 Details of cost for 10 Sqm.
Materials
DSR 0773 Lime mortar 1:1:1
Labour
DSR 0123 Mason (brick layer) 1 st class
DSR 0114 Beldar
DSR 9999 Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Unit
Cum
day
day
LS
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.1
6,806.02
680.60
2.5
3.00
125.00
393.00
297.00
1.70
982.50
891.00
212.50
2,766.60
27.67
2,794.27
419.14
3,213.41
321.34
10.0 STONE WORKS
10.1
10.1.1
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout
of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar and an
admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of
cramps and pins which shall be paid for separately) :
Red Sand stone -Exposed face fine dressed with rough
backing
70mm thick
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.1.2
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 70cudm + add wastage 33.3% =23.31 . Total
93.31
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215
t
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Quantity Rate in Rs Amount in Rs
93.31
65.00
606.52
Cum
0.02
7,005.52
151.32
tonne
0.22
94.80
20.38
123.00
1.70
209.10
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
55.00
1.70
93.50
2,488.08
24.88
2,512.96
376.94
2,889.90
LS
60mm thick
Description
Unit
Details of cost for 1 Sqm
MATERIAL
Finished work 60cudm + add wastage 33.3% =19.98 . Total=
10 cudm
80
Mortar for laying and pointing
Cum
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 t
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
tonne
LS
day
day
Quantity Rate in Rs Amount in Rs
80.00
65.00
520.00
0.02
7,005.52
151.32
0.18
94.80
17.44
118.00
1.70
200.60
1.35
0.03
361.00
393.00
487.35
12.58
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.1.3
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.1.4
Code
DSR 1160
3.7
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
day
day
day
0.22
0.11
0.22
297.00
297.00
328.00
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
50.00
1.70
85.00
2,381.63
23.82
2,405.44
360.82
2,766.26
50mm thick
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66.65
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Quantity Rate in Rs Amount in Rs
66.70
65.00
433.55
Cum
0.02
7,005.52
151.32
tonne
0.15
94.80
14.54
105.00
1.70
178.50
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
23.71
1.70
40.31
2,225.49
22.25
2,247.74
337.16
2,584.90
LS
40mm thick
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 40cudm + add wastage 33.3%
Mortar for laying and pointing
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
53.32
0.02
65.00
7,005.52
346.58
151.32
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
tonne
DSR 9999
Extra for using Sand dust powder
0.12
94.80
11.63
LS
32.29
1.70
54.90
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
23.71
1.70
40.31
2,012.00
20.12
2,032.12
304.82
2,336.93
10 cudm
Cum
39.99
0.02
65.00
7,005.52
259.94
151.32
0.09
94.80
8.72
LS
32.29
1.70
54.90
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
23.71
1.70
40.31
1,922.44
19.22
1,941.67
291.25
2,232.92
LABOUR
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.1.5
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
30mm thick
Details of cost for 1 Sqm
MATERIAL:
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
Finished work 30cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
tonne
10.2
10.2.1
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.2.2
Code
DSR 1160
3.1.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
Red Sand stone -Exposed face machine cut and table
rubbed with rough backing
70mm thick
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 70cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding and sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
93.31
0.02
65.00
7,005.52
606.52
151.32
0.21
94.80
20.35
190.00
1.70
323.00
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
95.00
1.70
161.50
3,343.13
33.43
3,376.56
506.48
3,883.05
tonne
LS
60mm thick
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 60cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
79.98
0.02
65.00
7,005.52
519.87
151.32
0.18
94.80
17.44
175.00
1.70
297.50
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
tonne
LS
DSR 9999
Scaffolding and sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
L.S
75.00
1.70
Cost of 1 Sqm
10.2.3
50mm thick
Code
DSR 1160
3.1.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.2.4
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
127.50
3,194.08
31.94
3,226.02
483.90
3,709.93
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66.65
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
Scaffolding and sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Quantity Rate in Rs Amount in Rs
66.65
65.00
433.23
Cum
0.02
7,005.52
151.32
tonne
0.15
94.80
14.53
169.00
1.70
287.30
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
m
L.S
0.54
0.40
0.40
0.40
0.40
4.00
65.00
361.00
328.00
297.00
297.00
328.00
9.00
1.70
194.07
132.25
119.75
119.75
132.25
36.00
110.50
3,077.33
30.77
3,108.10
466.22
3,574.32
LS
40mm thick
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 40cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
53.32
0.02
65.00
7,005.52
346.58
151.32
0.12
94.80
11.63
153.00
1.70
260.10
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
0.54
0.40
0.40
361.00
328.00
297.00
194.07
132.25
119.75
tonne
LS
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.2.5
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.3
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding and sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 30cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
10.3.1
70mm thick
Details of cost for 1 Sqm
MATERIAL
Finished work 70cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215
t
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
DSR 9999
DSR 0125
DSR 0102
DSR 0114
297.00
328.00
119.75
132.25
m
4.00
9.00
36.00
L.S
35.00
1.70
59.50
2,909.58
29.10
2,938.67
440.80
3,379.48
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
39.99
0.02
65.00
7,005.52
259.94
151.32
0.09
94.80
8.72
148.00
1.70
251.60
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
30.00
1.70
51.00
2,803.03
28.03
2,831.06
424.66
3,255.72
tonne
LS
White Sand stone -Exposed face fine dressed with rough backing
Description
DSR 2216
0.40
0.40
30mm thick
Code
DSR 1161
3.7
day
day
Unit
10 cudm
Cum
tonne
LS
day
day
day
Quantity Rate in Rs Amount in Rs
93.31
0.02
70.00
7,005.52
653.17
151.32
0.21
94.80
20.35
180.00
1.70
306.00
1.35
0.03
0.22
361.00
393.00
297.00
487.35
12.58
66.53
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.3.2
Code
DSR 1161
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.3.3
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
day
day
0.11
0.22
297.00
328.00
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
90.00
1.70
153.00
2,691.10
26.91
2,718.01
407.70
3,125.71
60mm thick
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 60cudm + add wastage 33.3% =19.98 .
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 t
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
79.98
0.02
70.00
7,005.52
559.86
151.32
0.18
94.80
17.44
165.00
1.70
280.50
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
80.00
1.70
136.00
2,552.38
25.52
2,577.91
386.69
2,964.59
tonne
LS
50mm thick
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL
DSR 1161
Finished work 50cudm + add wastage 33.3% =16.65 .
10 cudm
3.7
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
DSR 2216
66.65
70.00
466.55
Cum
0.02
7,005.52
151.32
tonne
0.15
94.80
14.53
DSR 9999
Extra for using Sand dust powder and polimer
LS
162.00
1.70
275.40
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
361.00
328.00
487.35
12.58
66.53
40.43
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
75.00
1.70
127.50
2,449.73
24.50
2,474.23
371.13
2,845.36
LABOUR
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.3.4
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
40mm thick
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL
DSR 1161
3.1.7
DSR 2216
DSR 9999
Finished work 40cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
10 cudm
Cum
53.32
0.02
70.00
7,005.52
373.24
151.32
0.12
94.80
11.63
155.00
1.70
263.50
day
day
day
day
day
1.35
0.03
0.22
0.11
0.22
361.00
393.00
297.00
297.00
328.00
487.35
12.58
66.53
33.26
73.47
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
65.00
1.70
110.50
2,317.45
23.17
2,340.62
351.09
2,691.72
tonne
LS
LABOUR
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
10.3.5
30mm thick
Code
Description
Unit
DSR 1161
Details of cost for 1 Sqm
MATERIAL
Finished work 30cudm + add wastage 33.3%
10 cudm
3.7
Mortar for laying and pointing
Cum
DSR 2216
Carriage of stone blocks white & red sand stone & kota
tonne
DSR 9999
Extra for using Sand dust powder and polimer
LS
Quantity Rate in Rs Amount in Rs
39.99
70.00
279.93
0.02
7,005.52
151.32
0.09
94.80
8.72
150.00
1.70
255.00
LABOUR
Dressing charges
DSR 0125
Mason (for plain stone work) 2nd class
day
1.35
361.00
487.35
DSR 0102
Blacksmith 1st Class
day
0.03
393.00
12.58
DSR 0114
Beldar
day
0.22
297.00
66.53
DSR 0115
Coolie
day
0.11
297.00
33.26
DSR 0100
Bandhani
Fixing charges
day
0.22
328.00
73.47
DSR 0125
Mason (for plain stone work) 2nd class
day
0.54
361.00
194.07
DSR 0100
Bandhani
day
0.40
328.00
132.25
DSR 0114
Beldar
day
0.40
297.00
119.75
DSR 0115
Coolie
day
0.40
297.00
119.75
DSR 0101
Bhisti
day
0.40
328.00
132.25
DSR 1237
Cutting sand stone slab up to 50 mm thick by mechanical
device
m
4.00
9.00
36.00
DSR 9999
Scaffolding
L.S
60.00
1.70
102.00
Total
Add water charges 1%
2,204.23
22.04
Total
2,226.27
Add CPOH @ 15%
333.94
Cost of 1 Sqm
2,560.22
10.4
White Sand stone -Exposed face machine cut and table rubbed with rough backing
10.4.1
70mm thick
Code
DSR 1161
3.1.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
Description
Details of cost for 1 Sqm
MATERIAL:
Finished work 70cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
93.31
0.02
70.00
7,005.52
653.17
151.32
0.21
94.80
20.35
195.00
1.70
331.50
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
0.54
0.40
361.00
328.00
194.07
132.25
tonne
LS
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
10.4.2
60mm thick
Code
DSR 1161
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.4.3
Code
DSR 1160
3.7
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
day
day
day
m
L.S
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 60cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder and polimer
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Cum
0.40
0.40
0.40
4.00
85.00
297.00
297.00
328.00
9.00
1.70
119.75
119.75
132.25
36.00
144.50
3,381.29
33.81
3,415.10
512.27
3,927.37
Quantity Rate in Rs Amount in Rs
79.98
0.02
70.00
7,005.52
559.86
151.32
0.18
94.80
17.44
185.00
1.70
314.50
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
78.00
1.70
132.60
3,256.17
32.56
3,288.73
493.31
3,782.04
tonne
LS
50mm thick
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66.65
Extra for using Sand dust powder and polimer
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Unit
10 cudm
Quantity Rate in Rs Amount in Rs
66.65
70.00
466.55
Cum
0.02
7,005.52
151.32
tonne
0.15
94.80
14.53
175.00
1.70
297.50
2.70
0.06
0.45
0.22
361.00
393.00
297.00
297.00
974.70
25.15
133.06
66.53
LS
day
day
day
day
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.4.4
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
DSR 2216
DSR 9999
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
10.4.5
Code
DSR 1161
3.7
DSR 2216
DSR 9999
0.45
328.00
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
75.00
1.70
127.50
3,137.86
31.38
3,169.23
475.39
3,644.62
40mm thick
Code
DSR 1161
3.7
day
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 40cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
10 cudm
Cum
Quantity Rate in Rs Amount in Rs
53.32
0.02
70.00
7,005.52
373.24
151.32
0.12
94.80
11.63
165.00
1.70
280.50
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
65.00
1.70
110.50
3,007.64
30.08
3,037.72
455.66
3,493.37
tonne
LS
30mm thick
Description
Details of cost for 1 Sqm
MATERIAL
Finished work 30cudm + add wastage 33.3%
Mortar for laying and pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Extra for using Sand dust powder
Unit
10 cudm
Cum
tonne
LS
Quantity Rate in Rs Amount in Rs
39.99
0.02
70.00
7,005.52
279.93
151.32
0.09
94.80
8.72
157.00
1.70
266.90
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0125
DSR 0100
DSR 0114
DSR 0115
DSR 0101
DSR 1237
DSR 9999
LABOUR
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1st Class
Beldar
Coolie
Bandhani
Fixing charges
Mason (for plain stone work) 2nd class
Bandhani
Beldar
Coolie
Bhisti
Cutting sand stone slab up to 50 mm thick by mechanical
device
Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
day
day
day
day
day
2.70
0.06
0.45
0.22
0.45
361.00
393.00
297.00
297.00
328.00
974.70
25.15
133.06
66.53
146.94
day
day
day
day
day
0.54
0.40
0.40
0.40
0.40
361.00
328.00
297.00
297.00
328.00
194.07
132.25
119.75
119.75
132.25
m
4.00
9.00
36.00
L.S
63.00
1.70
107.10
2,894.42
28.94
2,923.37
438.50
3,361.87
Cost of 1 Sqm
10.5
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout
of average 20 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1 lime
: 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing and
the sides by means of cramps and pins which shall be paid for separately) :
25 mm thick Kota stone slabs exposed face dressed and
rubbed
Code
DSR 1169
3.7
DSR 9999
DSR 2216
DSR 0125
DSR 0114
DSR 0115
DSR 0139
DSR 9999
10.6
Description
Details of cost for 10 sqm.
MATERIAL
Kota stone slab 25mm thick (rough chiseled)
Limemortar 1:2 (1 Lime :2 Coarse sand)
Lime mortar for pointing
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
LABOUR
Mason (for plain stone work) 2nd class
Beldar
Coolie
Skilled Beldar (For floor rubbing etc)
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Unit
Sqm
Cum
LS
tonne
day
day
day
day
LS
Quantity Rate in Rs Amount in Rs
11.50
0.24
235.00
210
7,005.52
1.70
2,415.00
1,681.32
399.50
0.66
94.80
62.69
7.80
7.80
5.16
12.96
133.85
361.00
297.00
297.00
328.00
1.70
2,815.80
2,316.60
1,532.52
4,250.88
227.54
15,701.85
157.02
15,858.87
2,378.83
16,015.89
1,601.59
Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed
surface with stone strips of minimum length 300 mm and required width, including embedding every tenth
layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and
by providing layer of 75 mm thick strips i/c 20 mm thick bed of lime mortar 1:3 (1 lime : 3 coarse sand) i/c
ruled pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment to match the shade
of stone complete as per direction of Engineer-incharge
40 mm thick Dholpur stone slabs
Code
DSR 7.36
DSR 1165
Description
Unit
Details of cost for 1 sqm.
MATERIAL
Dholpur stone 40mm thick Wall face = 1.00sqm. Deduct for
Sqm
embed within 3x0.04x0.10=0.012 sqm
Quantity Rate in Rs Amount in Rs
0.94
215
201.80
DSR 1163
White sand stone slab 75 mm thick (un-dressed)
Sqm
0.13
300
39.00
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm 0.94x0.04 =0.0376 cum.
0.13x0.075 =0.01 cum=0.0476 Cum=47.6 cudm
tonne
0.11
94.80
10.38
DSR 1237
Cutting marble or sand stone slab up to 50mm thick by
mechanical device assuming 50mm thick strips 20x1.0 =
20metre lime mortar with coarse sand 1:2 for (a) stone
backing 12mm thick = 0.0144 cum (b) for fixing of stone =
0.40/25 = 0.0160 cum Total = 0.0304 cum
m
20.00
9.00
180.00
3.7
Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness
Cum
0.03
7,005.52
212.97
m
3.00
77.65
232.95
LS
48.52
1.70
82.48
day
day
day
day
LS
0.30
0.30
0.60
0.04
32.29
393.00
361.00
297.00
328.00
1.70
117.90
108.30
178.20
11.81
54.90
1,430.68
11.98
1,442.65
181.46
1,624.11
DSR 0126
DSR 0125
DSR 0114
DSR 0101
DSR 9999
Making chases up to 7.5x7.5 cm in walls including making
good and finishing with matching surface after housing G.I.
pipe etc
Lime mortar for pointing
LABOUR
Mason (for ornamental stone work) 1 st class
Mason (for plain stone work) 2nd class
Beldar
Bhisti
Sundries and scaffolding brushes etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
10.7
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work),
backing filled with a grout of average 20 mm thick in lime mortar 1:3 (1 lime : 3 coarse sand), including
pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the marble
shade (To be secured to the backing by means of cramps, which shall be paid for separately).
DSR 18.78
DSR 9999
Code
DSR 8.1.1.2
DSR 7453
DSR 2216
3.9
DSR 0126
DSR 0100
DSR 0114
DSR 0115
DSR 0128
DSR 0102
DSR 9999
Description
Unit
Details of cost for 1 sqm.
MATERIAL
Raj nagar plain white marble (table rubbed and polished) 18
Sqm
mm thick (slab area more than 0.50 sqm)
Carriage of stone blocks white & red sand stone & kota
tonne
stone slab
Limemortar 1:3 (1 Lime :3 Coarse sand) 20mm thickness
LABOUR
Mason (for ornamental stone work) 1 st class
Bandhani
Beldar
Coolie
Mate
Blacksmith 1st class
Sundries and scaffolding
Total
Add water charges 1%
Total
Quantity Rate in Rs Amount in Rs
1.20
1,100.00
1,320.00
0.06
94.80
5.69
Cum
0.03
7,588.17
254.96
day
day
day
day
day
day
LS
0.80
0.80
0.80
0.80
0.40
0.32
32.29
393.00
328.00
297.00
297.00
328.00
393.00
1.70
315.97
263.71
238.79
238.79
129.89
127.33
54.90
2,950.03
29.50
2,979.53
Add CPOH @ 15%
446.93
3,426.46
Cost of 1 Sqm
10.8
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer
work), backing filled with a grout of average 20 mm thick in lime mortar 1:3 (1 lime : 3 coarse sand),
including pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the
marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).
Code
DSR 8.1.1.2
DSR 7453
DSR 2216
3.9
DSR 0126
DSR 0100
DSR 0114
DSR 0115
DSR 0128
DSR 0102
DSR 9999
10.12
Description
1,100.00
1,540.00
0.06
94.80
5.69
Limemortar 1:3 (1 Lime :3 Coarse sand) 20mm thickness
Cum
0.04
7,588.17
305.95
day
day
day
day
day
day
LS
1.01
1.01
1.01
1.01
0.50
0.41
32.29
393.00
328.00
297.00
350.00
120.00
510.00
1.70
394.97
329.64
298.49
351.75
59.40
206.55
54.90
3,547.33
35.47
3,582.80
537.42
4,120.22
LABOUR
Mason (for ornamental stone work) 1 st class
Bandhani
Beldar
Coolie
Mate
Blacksmith 1st class
Sundries and scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and
fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design
Description
Unit
61.26
DSR 1160
Red sand stone block
3.7
lime Mortar 1:2 (1lime:2 coarse sand)for laying and pointing Cum
DSR 0125
DSR 0102
DSR 0114
DSR 0115
DSR 0100
DSR 0373
DSR 0125
DSR 0102
DSR 0114
DSR 0115
Quantity Rate in Rs Amount in Rs
Details of cost for 1 bracket
MATERIAL
Quantity of stone for 1 bracket 1 x 55 x 22.5 x 45cm =
0.056cum or 56 cudm. Considering 10% wastage
DSR 2216
Quantity Rate in Rs Amount in Rs
1.40
Code
DSR 7.31
Unit
Details of cost for 1 sqm.
MATERIAL
Raj nagar plain white marble (table rubbed and polished) 18
Sqm
mm thick (slab area more than 0.50 sqm)
Carriage of stone blocks white & red sand stone & kota
tonne
stone slab
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
LABOUR:
Dressing charges
Mason (for plain stone work) 2nd class
Blacksmith 1 st class
Beldar
Coolie
Bandhani
Cramp Gun metal 25x6x300 mm
Fixing charges
Mason (for plain stone work) 2nd class
Blacksmith 1 st class
Beldar
Coolie
10 cudm
61.26
65.00
398.17
0.21
7,005.52
147.12
tonne
0.14
94.80
13.36
day
day
day
day
day
Each
1.79
0.04
0.27
0.14
0.27
4.00
361.00
393.00
297.00
297.00
328.00
80.00
647.13
14.54
80.49
40.24
88.89
320.00
day
day
day
day
0.30
0.04
0.15
0.15
361.00
393.00
297.00
297.00
106.74
15.85
43.91
43.91
DSR 0100
DSR 0101
DSR 0126
DSR 9999
Bandhani
Bhisti
Extra labour for ornamental finish Mason (for ornamental
stone work) 1 st class
Sundries and scaffolding brushes etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
day
day
0.15
0.15
328.00
328.00
48.49
48.49
day
1.14
393.00
448.02
265.00
1.70
450.50
2,955.83
29.56
2,985.39
447.81
3,433.20
LS
10.13
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured
along the slope in lime mortar 1:1:1 (1 lime : 4 coarse sand) with 12 mm diameter anchoring steel bar, 45
cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:4 (1lime : 4
coarse sand), including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of
pigment matching the stone shade
10.12.1
Red sand stone
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
MATERIAL
DSR 7.28.1
Details of cost for a chajja of 2.00 sqm (finished work)
DSR 1002
Chisel dressed 80cm sloping length plus 20cm bearing Area
= 2.5xl.00=2.50sqm
Red sand stone slab 40 mm thick (un-dressed)
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
LABOUR:
Dressing charges
Mason (for plain stone work) 2nd class
Anchoring steel bars 12mm dia. 45cm long 5 Nos. @
0.80kg/m = 0.02q
Mild steel round bar 12 mm dia and below
DSR 9999
Cutting threads and cost of nuts, washers, etc
LS
67.34
1.70
114.48
DSR 9999
DSR 9999
Pigment
Extra for using lime
Fixing charges
Mason (for plain stone work) 2nd class
Beldar
Sundries and scaffolding brushes etc
Brick cover support 4 courses with bricks of class
designation 75 4x7+5+5=38cm girth 2.5m length
Cost of Brick cover support.
LS
LS
25.00
98.00
1.70
1.70
42.50
166.60
day
day
LS
1.20
1.80
355.00
361.00
297.00
1.70
433.20
534.60
603.50
LS
175.00
1.70
297.50
0.02
9,613.35
207.65
DSR 1164
DSR 2216
DSR 0125
DSR 0125
DSR 0114
DSR 9999
DSR 9999
5.6.1
Sqm
2.75
190.00
522.50
tonne
0.25
94.80
23.98
day
0.50
361.00
180.50
quintal
0.02
4,500.00
90.00
Brick work in triangular gap above cover with bricks of class
designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine
Cum
sand)-1/2x2.5x0.2x0.07=0.018cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 2 Sqm
3,217.01
30.09
3,247.10
455.92
3,703.02
1,851.51
Cost of 1 Sqm
10.12.2
Code
DSR 7.28.2
White sand stone
Description
Details of cost for a chajja of 2.00 sqm (finished work)
Unit
Quantity Rate in Rs Amount in Rs
Chisel dressed 80cm sloping length plus 20cm bearing Area
= 2.5xl.00=2.50sqm
DSR 1165
white sand stone slab 40 mm thick (un-dressed)
Sqm
2.75
215.00
591.25
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
tonne
0.25
94.80
23.98
day
0.50
361.00
180.50
quintal
0.02
4,500.00
90.00
DSR 1002
LABOUR:
Dressing charges
Mason (for plain stone work) 2nd class
Anchoring steel bars 12mm dia. 45cm long 5 Nos. @
0.80kg/m = 0.02q
Mild steel round bar 12 mm dia and below
DSR 9999
Cutting threads and cost of nuts, washers, etc
LS
67.34
1.70
114.48
DSR 9999
DSR 9999
Pigment
Extra for using lime
Fixing charges
Mason (for plain stone work) 2nd class
Beldar
Sundries and scaffolding brushes etc
Brick cover support 4 courses with bricks of class
designation 75 4x7+5+5=38cm girth 2.5m length
=38cmx2.5m=95cm
Cost of Brick cover support.
Brick work in triangular gap above cover with bricks of class
designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine
sand)-1/2x2.5x0.2x0.07=0.018cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 2 Sqm
Cost of 1 Sqm
LS
LS
25.00
98.00
1.70
1.70
42.50
166.60
day
day
LS
1.20
1.80
355.00
361.00
297.00
1.70
433.20
534.60
603.50
LS
175.00
1.70
297.50
0.02
9,613.35
207.65
DSR 0125
DSR 0125
DSR 0114
DSR 9999
DSR 9999
5.6.1
Cum
3,285.76
30.78
3,316.54
466.33
3,782.88
1,891.44
10.14
Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar
1:3 (1 lime : 3 coarse sand) including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an
admixture of pigment matching the stone shade
10.14.1
Red sand stone
Code
DSR 7.29.1
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost for (2.5x0.75m)= 1.875 sqm
MATERIAL
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =
2.25 sqm
DSR 1164
Red sand stone slab 40 mm thick (un-dressed)
Sqm
2.25
190.00
427.50
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
tonne
0.21
94.80
19.62
LABOUR:
Dressing charges
DSR 0125
Mason (for plain stone work) 2nd class
day
0.45
361.00
162.45
DSR 9999
DSR 9999
Pigment
Extra for using lime
Fixing charges
Mason (for plain stone work) 2nd class
Beldar
LS
LS
6.25
26.91
1.70
1.70
10.63
45.75
day
day
0.72
0.96
361.00
297.00
259.92
285.12
DSR 0125
DSR 0114
DSR 9999
Sundries and scaffolding brushes etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1.875 Sqm
LS
415.00
1.70
Cost of 1 Sqm
10.14.2
Code
DSR 7.29.2
DSR 1165
DSR 2216
DSR 0125
DSR 9999
DSR 9999
DSR 0125
DSR 0114
DSR 9999
10.15
Code
DSR 7.30
DSR 2216
705.50
1,916.49
19.16
1,935.65
290.35
2,226.00
1,187.20
White sand stone
Description
Details of cost for (2.5x0.75m)= 1.875 sqm
MATERIAL
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =
2.25 sqm
White sand stone slab 40 mm thick (un-dressed)
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
LABOUR:
Dressing charges
Mason (for plain stone work) 2nd class
Pigment
Extra for using lime
Fixing charges
Mason (for plain stone work) 2nd class
Beldar
Sundries and scaffolding brushes etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1.875 Sqm
Cost of 1 Sqm
Unit
Quantity Rate in Rs Amount in Rs
Sqm
2.25
215.00
483.75
tonne
0.21
94.80
19.62
day
LS
LS
0.45
6.25
26.91
361.00
1.70
1.70
162.45
10.63
45.75
day
day
LS
0.72
0.96
478.00
361.00
297.00
1.70
259.92
285.12
812.60
2,079.84
20.80
2,100.63
315.10
2,415.73
1,288.39
30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with
lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete
Description
Unit
Details of cost for window 1.6m length and 0.70m width = 1.12 sqm
MATERIAL
overall width 0.70+0.15=0.85 metres. Total area =
1.6x0.85=1.36sqm
Red stone brackets (chisel dressed) 30mm average
thickness over all width of brackets 0.53+0.23=0.76m
2x0.3x0.76=0.46 Total 1.36+0.46 =1.82sqm Add wastage
@10% = 0.18sqm. Total = 2.00
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Quantity Rate in Rs Amount in Rs
tonne
0.14
94.80
13.08
0.01
7,588.17
68.29
1.03
0.60
286.00
361.00
297.00
1.70
372.55
178.20
486.20
1,378.33
13.78
1,392.11
3.9
Lime Mortar 1:3(1 Lime: 3 Coarse sand)
LABOUR:
Dressing & Fixing charges
Cum
DSR 0125
DSR 0114
DSR 9999
Mason (for plain stone work) 2nd class
Beldar
Sundries and scaffolding brushes etc
Total
Add water charges 1%
Total
day
day
LS
Add CPOH @ 15%
208.82
1,600.93
Cost of 1 Sqm
10.16
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in lime mortar
1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an
admixture of pigment matching the stone shade
10.16.1
Red Sand stone
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 7.32.1 & Details of cost for cornices (30cm long 30cm deep and
ISOR 2.19
7.5cm project-iron) = 6.75cudm or 0.00675 cum.
MATERIAL:
6.6.1.1
DSR 9999
DSR 0125
DSR 0114
Rate as per Item Number 6.6.1.1 of SH:
Extra for using stone dust powder and labour for making
cornices
LABOUR
Mason (for plain stone work) 2nd class
cum
0.01 30,640.50
L.S
6.40
1.70
10.87
day
0.15
361.00
54.15
Beldar
Total
day
0.15
297.00
44.55
109.57
Add water charges 1%
1.10
Total
110.67
Add CPOH @ 15%
16.60
127.27
334.09
Cost of 0.00675 Cum
Cost of 1 Cum
10.16.2
DSR 7.32.2
6.6.2.2
DSR 9999
DSR 0125
DSR 0114
206.82
49,495.21
White Sand stone
Details of cost for cornices (30cm long 30cm deep and
7.5cm project-iron) = 6.75cudm or 0.00675 cum.
MATERIAL:
Rate as per Item Number 6.6.1.2 of SOR:
Extra for using stone dust powder and labour for making
cornices
LABOUR
Mason (for plain stone work) 2nd class
Beldar
Total
Add water charges 1%
Total
cum
0.01 31,316.52
L.S
6.40
1.70
10.87
day
day
0.16
0.16
361.00
297.00
55.96
46.04
112.86
1.13
113.99
17.10
131.09
342.48
50,737.35
Add CPOH @ 15%
Cost of 0.00675 Cum
Cost of 1 Cum
211.39
10.17
Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3 coarse sand), including
pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone
shade, jali slab without any chamfers etc
10.17.1
Red sand stone
Code
DSR 7.33.1
DSR 1164
DSR 2216
Description
Details of cost for 1 sqm.
MATERIAL
Red sand stone slab 30 mm thick (un-dressed)
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
Unit
Quantity Rate in Rs Amount in Rs
Sqm
1.10
190.00
209.00
tonne
0.10
94.80
9.59
3.9
DSR 0125
DSR 0114
DSR 9999
Lime Mortar 1:3(1 Lime: 3 Coarse sand)
LABOUR:
Mason (for plain stone work) 2nd class
Beldar
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cum
0.02
7,588.17
113.82
day
day
LS
21.59
14.37
80.73
361.00
297.00
1.70
7,793.99
4,266.41
137.24
12,530.05
125.30
12,655.35
1,898.30
14,553.66
Cost of 1 Sqm
10.17.2
White sand stone
C Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 7.33.2
Details of cost for 1 sqm.
MATERIAL
DSR 1165
White sand stone slab 30 mm thick (un-dressed)
Sqm
1.10
215.00
236.50
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm
tonne
0.10
94.80
9.59
Cum
0.02
7,588.17
113.82
day
day
LS
21.72
14.45
80.73
361.00
297.00
1.70
7,839.84
4,291.50
137.24
12,628.50
126.28
12,754.78
1,913.22
14,668.00
3.9
DSR 0125
DSR 0114
DSR 9999
Lime Mortar 1:3(1 Lime: 3 Coarse sand)
LABOUR
Mason (for plain stone work) 2nd class
Beldar
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
10.18
Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1 lime
mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.
10.18.1
Red Sand stone
C Code
DSR 11.28.1
Description
Details of cost for 10 sqm
Material
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Unit
Quantity Rate in Rs Amount in Rs
DSR 1174
Red sand stone slab 45 mm to 50 mm thick (un-dressed)
Sqm
11.00
172.00
1,892.00
DSR 9999
Carriage
Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)
i. For bedding
ii. For Joining
Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand)
LABOUR
Mason Brick I Class
Bandhani
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
LS
34.06
1.70
57.90
0.22
0.03
0.25
6,806.02
1,701.50
5.43
1.93
0.96
0.47
150.00
393.00
328.00
297.00
297.00
1.70
2,132.03
631.40
285.86
140.33
255.00
7,096.03
70.96
7,166.99
1,075.05
8,242.03
3.3
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
day
day
day
day
LS
Cost of 1 Sqm
10.18.2
C Code
DSR 11.28.2
824.20
White Sand stone
Description
Details of cost for 10 sqm
Material
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Unit
Quantity Rate in Rs Amount in Rs
DSR 1175
Red sand stone slab 45 mm to 50 mm thick (un-dressed)
Sqm
11.00
225.00
2,475.00
DSR 9999
Carriage
Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)
i. For bedding
ii. For Joining
LS
34.06
1.70
57.90
0.25
6,806.02
1,701.50
5.43
1.93
0.96
0.47
150.00
393.00
328.00
297.00
297.00
1.70
2,132.03
631.40
285.86
140.33
255.00
7,679.03
76.79
7,755.82
1,163.37
8,919.19
891.92
3.3
Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand)
DSR 0123
DSR 0100
DSR 0115
DSR 0114
DSR 9999
Mason Brick I Class
Bandhani
Coolie
Bhisti
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
0.22
0.03
day
day
day
day
LS
Cost of 1 Sqm
11.0 REPAIRS AND RECONSTRUCTION
Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and under,
including cutting the patch in proper shape, raking out joints and preparing and plastering the
surface of the walls complete, preparation of mortar by traditional practice (by hand grinder) in
3 course & loi, tamping, beating, till the shrinkage cracks are disappear disposal of rubbish to
the dumping ground within 50 metres lead with lime moratr 1:2 (1 lime: 2 surkhi)
11.1
10 to 30mm thick
Code
ISOR 4.2
Description
Details of cost for 2.5Sqm.
MATERIAL
Unit
3.7 Lime plaster 1:2 (1 lime putty : 2 Coarse sand)
DSR 0155
DSR 0114
DSR 0101
DSR 9999
LABOUR
Mason (Average)
Beldar
Bhisti
Scaffolding and Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
11.2
Code
DSR 14.13
Quantity Rate in Rs Amount in Rs
Cum
0.23 7,005.52
1,611.27
day
day
day
LS
1.21
1.83
0.92
1.88
456.17
543.51
301.76
3.20
2,915.90
29.16
2,945.06
441.76
3,386.82
1,354.73
377.00
297.00
328.00
1.70
Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or
bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying
mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand),
including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable
material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres
lead.
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost of 10 Sqm
MATERIAL
(i) Dismantling tiles/bricks in lime mortar including removing mud plaster and cleaning the
LABOUR
DSR 0123
Mason First Class
day
0.54
393.00
212.22
DSR 0114
Beldar
day
0.54
297.00
160.38
(ii) Preparing the surface, for mud phuska to proper slope, relaying mud plaster gobri leeping
DSR 0155
Mason First Class
day
0.27
393.00
106.11
MATERIAL
DSR 3.18
Mud mortar
Cum
0.24
366.20
87.89
DSR 0308
Bhusa
Quintal
0.08
400.00
33.60
Gobri mortar
DSR 3.18
Mud mortar
Cum
0.12
366.20
43.94
LABOUR
DSR 0114
Beldar
day
0.25
297.00
74.25
(iii) relaying tiles/bricks including lime mortar 1:3 (1 lime: 3 fine sand) for grouting
3.12 lime mortar 1:3 (1 lime: 3 fine sand)
Cum
0.09 8,782.53
803.60
DSR 0123
Mason First Class
day
1.80
393.00
707.40
DSR 0114
DSR 0101
DSR 9999
DSR 9999
Beldar
Bhisti
Disposal for mulba
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
day
day
LS
LS
2.25
1.50
15.00
155.00
297.00
328.00
1.70
1.70
Cost of 1 Sqm
11.3
668.25
492.00
25.50
263.50
3,678.64
36.79
3,715.43
557.31
4,272.74
427.27
Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average
thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2
(lime putty : 2surkhi) rammed and finished with gur and belgiri treatment complete and covered
with flat brick tiles of class designation 100 or 50mm thick red sand stone grouted with lime
mortar 1:3(1 lime : 3 fine sand) mixed with 2% of integral water proofing compound by weight
of lime, over 12mm layer of lime mortar 1:3(1lime:3 fine sand) or 25mm thick lime surkhi mortar
1:1:1(1 lime:1 surkhi:1fine sand) including filling the joints in rich lime mortar mixed with water
proofing compound and pigment to match the shade of stone and finished neat.
Code
DSR 14.13
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost of 10 Sqm
LABOUR
13.1.2
(i) Removing Brick tiles from existing roof
Sqm
10.00
140.43
1,404.31
(ii) Preparing the surface, for lime mortar to
proper slope, relaying lime mortar 1:2 (1lime
putty: 2 Surkhi)
DSR 0123
Mason First Class
day
0.35
393.00
137.55
MATERIAL
8.1 Lime mortar 1:2 (1 lime: 2surkhi)
Cum
1.01 9,341.38
9,458.15
(iii) relaying tiles/bricks including lime mortar 1:2 (1 lime: 2 fine sand) for grouting
Flat brick/ terracotta tiles with lime mortar 1:2 (1
8.2
Sqm
10.50
624.91
6,561.55
lime: 2 fine sand)
DSR 9999
Disposal for mulba
LS
35.00
1.70
59.50
DSR 9999
Sundries
LS
125.00
1.70
212.50
Total
17,833.56
Add water charges 1%
178.34
Total
18,011.90
Add CPOH @ 15%
2,701.78
Cost of 10 Sqm
20,713.68
Cost of 1 Sqm
2,071.37
11.4
11.4.1
Code
DSR 14.14
DSR 0114
DSR 0115
Replacing Red/white sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime : 3 coarse sand),
including necessary repairs and lime pointing with same mortar complete, including disposal of
rubbish to dumping ground within 50 metres of lead :
Red/ White Sand stone
Description
Unit
Details of cost of 10 Sqm
LABOUR
Dismantling existing stone, slabs roofing 1x10.00
sqmx0.05m = 0.50 cum
Beldar
day
Coolie
day
Quantity Rate in Rs Amount in Rs
0.95
0.45
297.00
297.00
282.15
133.65
DSR 9999
Sundries
LS
25.00
1.70
42.50
DSR 9999
Cleaning the surface including necessary repairs LS
55.00
1.70
93.50
Sqm
11.00
172.00
1,892.00
Sqm
1.39
94.80
131.91
Cum
0.11
7,588.17
849.87
day
day
day
day
LS
Cum
3.50
4.00
3.50
1.50
125.00
0.50
393.00
328.00
297.00
328.00
1.70
106.64
1,375.50
1,312.00
1,039.50
492.00
212.50
53.32
7,910.41
79.10
7,989.51
1,198.43
9,187.94
918.79
DSR 1174
DSR 2216
3.1.9
DSR 0123
DSR 0100
DSR 0115
DSR 0101
DSR 9999
DSR 2264
MATERIAL
Red sand stone slab 45 mm to 50 mm thick (undressed)
Carriage of stone blocks white & red sand stone
& kota stone slab
Lime mortar 1:3(1lime:3 coarse sand)
LABOUR
Mason First class
Bandhani
Coolie
Bhisti
Sundries
Carriage of rubbish
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
DSR 0114
DSR 0115
DSR 9999
Granite/ Marble stone
Description
Unit
Details of cost of 10 Sqm
LABOUR
Dismantling existing stone, slabs roofing 1x10.00
sqmx0.05m = 0.50 cum
Beldar
day
Coolie
day
Sundries
LS
DSR 9999
Cleaning the surface including necessary repairs LS
11.4.2
Code
DSR 14.14
MATERIAL
Granite of any colour, 30 mm thick (slab area
DSR 7296
upto 0.50 sqm)
Carriage of stone blocks white & red sand stone
DSR 2216
& kota stone slab
3.9 Lime mortar 1:3(1lime:3 coarse sand)
LABOUR
DSR 0123
Mason First class
DSR 0100
Bandhani
DSR 0115
Coolie
DSR 0101
Bhisti
DSR 9999
Sundries
DSR 2264
Carriage of rubbish
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
0.95
0.45
25.00
297.00
297.00
281.45
282.15
133.65
7,036.25
55.00
1.70
93.50
Sqm
11.00
2,300.00
25,300.00
Sqm
1.39
94.80
131.91
Cum
0.11
7,588.17
849.87
day
day
day
day
LS
Cum
0.85
1.00
0.75
0.50
98.00
0.50
393.00
328.00
297.00
328.00
1.70
106.64
334.05
328.00
222.75
164.00
166.60
53.32
35,096.06
350.96
35,447.02
5,317.05
40,764.07
4,076.41
11.5
Code
ISOR 8.1
DSR 0773
DSR 0773
DSR 0773
DSR 0983
DSR 0006
M Rate
M rate
DSR 0123
DSR 0114
DSR 0128
DSR 9999
DSR 9999
Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork atleast
75mm deep from both faces of wall at plinth height. The cavities formed must be cleaned by
flushing with clean water. The clean surface with open cavities are next treated with limewater
to attempt to consolidate the friable areas. The consolidation treatment is followed by pressure
grouting with a line of close-spaced drilling (average 150mm centres) to be made and silicone
solutions in solvent and the siliconate/latex mixture are pumped in under pressure.
Description
Details of cost of 10 m
MATERIAL
Lime for plaster work on both sides
Lime to consolidate the fabric
Lime for cleaning after racing out the existing
pointing
fine sand including wastage
Equipment
Gusmer for spray of chemicals
Grouting Machine
LABOUR
Conservator
Mason 1st class
Beldar
Mate
Labour for drilling holes
Sundries & Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 m
Cost of 1 m
Unit
Quantity Rate in Rs Amount in Rs
Quintal
Quintal
2.00
2.00
800.00
800.00
1,600.00
1,600.00
Quintal
0.50
800.00
400.00
Cum
4.20
650.00
2,730.00
Days
Days
4.00
4.00
250.00
1,000.00
1,000.00
4,000.00
Days
Days
Days
Days
LS
LS
1.00
10.00
10.00
8.00
130.00
250.00
1,650.00
393.00
297.00
328.00
1.70
1.70
1,650.00
3,930.00
2,970.00
2,624.00
221.00
425.00
23,150.00
231.50
23,381.50
3,507.23
26,888.73
2,688.87
Stone consolidation-removing the loose/damaged stone and reconsolidating with new
stone/reusable stone with lime mortar(1:3) wherever necessary
C
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 11.28.1 Details of cost for 1cum
Material
DSR 1157
Stone for masonry work
Cum
0.61
700.00
423.50
DSR 1154
Through and bond stone
100 nos.
3.00 1,200.00
36.00
DSR 2215
Carriage
LS
1.37
125.47
171.89
3.3 Lime mortar 1:3(1 Lime:3 Coarse sand)
0.30 7,588.17
2,276.45
LABOUR
DSR 0123
Mason Brick I Class
day
2.86
361.00
1,031.02
DSR 0100
Bandhani
day
1.91
328.00
625.82
DSR 0115
Coolie
day
0.85
297.00
253.04
DSR 0114
Bhisti
day
0.11
328.00
35.42
DSR 9999
Sundries
LS
3.00
1.70
5.10
Total
4,858.25
Add water charges 1%
48.58
Total
4,906.84
Add CPOH @ 15%
736.03
Cost of 1 Cum
5,642.86
11.6
12.0 TREATMENT OF CRACKS
12.1
Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry work
including scrapping of loose jointing material from cracks. The inner side to be filled/pointed
with lime mortar with wooden trowel and fixing grouting nipple from outer side as directed by
Architect. Then apply lime mortar by injection grouting through 5mm diameter nozzle through
the pre fix nipple up to total thickness of existing stone wall and removing the PVC nipple pipe,
lime moratr of mix lime & sand 1:1 mix with polymer using katha or other additives to achieve
require matching colour and including cost of all materials, labour, machinery, equipment,
curing and cleaning the site as directed.
Code
ISOR 9.1
Description
Details of cost of 10 lit
MATERIAL
3.3 Lime mortar 1:1:1
Equipment
DSR 0006
sprayer for chemicals
M Rate
Grouting Machine
M Rate
Stone cutter machine
LABOUR
Mrate
Conservator
DSR 0123
Mason 1st class
DSR 0114
Beldar
DSR 0128
Mate
DSR 9999
Sundries , Polimer & Scaffolding
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 lit
Unit
Quantity Rate in Rs Amount in Rs
Cum
0.03
6,806.02
204.18
Days
Days
Days
0.05
0.01
0.05
250.00
1,000.00
650.00
12.50
10.00
32.50
Days
Days
Days
Days
LS
0.01
0.25
0.25
0.05
89.00
1,650.00
393.00
297.00
328.00
1.70
16.50
98.25
74.25
16.40
151.30
615.88
6.16
622.04
93.31
715.35
71.53
Cost of 1 lit
12.2
Code
DSR 8737
DSR 8666
DSR 0123
DSR 0114
DSR 9999
Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints
of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering
work over chicken mesh as per the direction of Engineer-in-charge.
Description
Rate for 1 sqm.
Stainless steel Wire mesh
Stainless steel screws
Labour for cutting and fixing at any height.
Mason
Beldar
Sundries
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Unit
Quantity Rate in Rs Amount in Rs
sqm
100 Nos
1.02
120.00
830.00
32.00
846.60
38.40
day
day
LS
0.05
0.05
48.00
393.00
297.00
1.70
19.65
14.85
81.60
1,001.10
10.01
1,011.11
151.67
1,162.78
12.3
Code
DSR 0123
DSR 0114
DSR 9999
12.4
Code
Steel-rod stitching incracked stone patties, beam,and lintels.Providing and fixing
stainless steel rods of 90cms length of which 15cm on either side and cold bending at
90degrees. The stainless steel clamps to be fixed perpendicular to the crack by
drilling in stone and fixing with cement and aradite mixture in such a way that the
entire length of the rod is in complete contact of the stone and the bent ends are fully
inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod
charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per
requirement of position.
Description
Rate of Each Rod
Steel rods of 8mm
Labour for drilling the hole, bending and fixing
and fixing at any height.
Mason
Beldar
Sundries, white cement araldite mixture
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of Each rod
Unit
Quintol
day
day
LS
Quantity Rate in Rs Amount in Rs
0.01
4,200.00
21.00
0.09
0.09
48.00
393.00
297.00
1.70
35.37
26.73
81.60
164.70
1.65
166.35
24.95
191.30
Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing,
grooving the brick masonry and inserting the stone lintel. All around the stone, lime
mortar should be properly packed .
Description
Unit
Quantity Rate in Rs Amount in Rs
Rate of Each
Stone lintel of size 450x200x50
No
1.00
150.00
150.00
Labour for chasing and grooving the brick surface and inserting the stone lintel over the lime
mortar
DSR 0123
DSR 0114
DSR 9999
12.5
Code
DSR 0114
DSR 0115
DSR 9999
Mason First class
Beldar
Sundries, lime mortar,etc
Total
Add water charges 1%
Total
Add CPOH @ 15%
day
day
LS
Cost of Each stone
0.05
0.05
20.00
393.00
297.00
1.70
19.65
14.85
34.00
218.50
2.19
220.69
33.10
253.79
Propping with steel to support the leaned structure ( roof and wall) using pipes, channels,
angles, girders , wooden wages to prevent further leaning/ collapse
Description
Unit
Quantity Rate in Rs Amount in Rs
Rate for 1 sqm.
Materials
Pipes, Shannels, girders, Wooden wages, etc
LS
225.00
1.70
382.50
Labour
Beldar
day
0.70
297.00
207.90
Coolie
day
0.80
297.00
237.60
Sundries
LS
10.00
1.70
17.00
Total
845.00
Add water charges 1%
8.45
Total
853.45
Add CPOH @ 15%
128.02
Cost of 1Sqm
981.47
13.0 DISMANTLING WORKS
Dismantling tile work in floors and roofs laid in lime mortar including stacking material within
50m lead for thickness of tiles.
For thickness of tiles above 10mm to 25 mm
13.1.1
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 15.23.1 Details of cost for 10 Sqm
LABOUR
DSR 0123
Mason Brick layer first class
day
1.00
393.00
393.00
DSR 0114
Beldar
day
0.75
297.00
222.75
DSR 0115
Coolie
day
0.85
297.00
252.45
DSR 9999
Sundries
L.S
55.00
1.70
93.50
Total
961.70
Add water charges 1%
9.62
Total
971.32
Add CPOH @ 15%
145.70
Cost of 10 Sqm
1,117.01
Cost of 1 Sqm
111.70
13.1
For thickness of tiles above 25 mm and up to 40 mm
13.1.2
Code
Description
Unit
DSR 15.23.1 Details of cost for 10 Sqm
LABOUR
DSR 0123
Mason Brick layer first class
day
DSR 0114
Beldar
day
DSR 0115
Coolie
day
DSR 9999
Sundries
L.S
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
1.30
1.00
0.95
70.00
393.00
297.00
297.00
1.70
510.90
297.00
282.15
119.00
1,209.05
12.09
1,221.14
183.17
1,404.31
140.43
Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging
the surface below it.
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 15.23.1 Details of cost for 10 Sqm
LABOUR
DSR 0123
Mason First class
day
1.00
393.00
393.00
DSR 0114
Beldar
day
1.00
297.00
297.00
DSR 0115
Coolie
day
1.25
297.00
371.25
DSR 9999
Sundries and scaffolding
L.S
700.00
1.70
1,190.00
Consumables like Hand gloves, safety glass and
DSR 9999
L.S
150.00
1.70
255.00
belt, helmet
Total
2,506.25
Add water charges 1%
25.06
Total
2,531.31
Add CPOH @ 15%
379.70
Cost of 10 Sqm
2,911.01
Cost of 1 Sqm
291.10
13.2
13.3
Code
DSR 0114
DSR 0114
Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very
slowly and carfully with scooping rods, then washing complete with hand spray pump.
Preparing the surface for replastering including disposal of rubbish with 250m lead
Description
Details of cost for 10 Sqm.
Labour for Raking
Beldar
Labour for Washing
Beldar
Scaffolding, pumps for watering
Sundries & Contingencies @ 4%
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Unit
Cost of 1 Sqm
Quantity Rate in Rs Amount in Rs
day
2.25
297.00
668.25
day
2.75
393.00
1,080.75
141.93
68.12
1,959.05
19.59
1,978.64
296.80
2,275.44
227.54
Raking out joints of brick masonry surface to the required width and depth, with due care and
precaution, by mechanical / manual means, including preparing and cleaning the surface for re13.4
pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre
lead.
Code
Description
Unit
Quantity Rate in Rs Amount in Rs
DSR 15.23.1 Details of cost for 10 Sqm
LABOUR
DSR 0123
Mason First class
day
1.20
393.00
471.60
DSR 0114
Beldar
day
1.00
297.00
297.00
DSR 0115
Coolie
day
1.00
297.00
297.00
DSR 0101
Bhisti
day
0.70
377.00
263.90
DSR 9999
Sundries and scaffolding
L.S
300.00
1.70
510.00
Total
1,839.50
Add water charges 1%
18.40
Total
1,857.90
Add CPOH @ 15%
278.68
Cost of 10 Sqm
2,136.58
Cost of 1 Sqm
213.66
14.1
Code
DSR 1010
DSR 1024
DSR 0111
DSR 0114
DSR 9999
14.2
Code
DSR 1010
DSR 1024
DSR 0111
DSR 0114
DSR 9999
14.3
Code
DSR 1010
DSR 1024
DSR 0111
DSR 0114
DSR 9999
14.4
14.0 WOOD REPAIR WORKS
Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost of each steel plate
MATERIAL
Mild Steel Plates
Quintal
0.03 4,700.00
159.39
Galvanised steel bolts & nuts
Each
8.00
12.00
96.00
LABOUR
Carpenter I st class
Days
0.10
297.00
29.70
Beldar
Days
0.20
297.00
59.40
Sundries & Scaffolding
LS
12.00
1.70
20.40
Total
364.89
Add water charges 1%
3.65
Total
368.54
Add CPOH @ 15%
55.28
Cost of Each plate
423.82
Reinforcing timber beams with flitch plates that is sandwiched between two timber members o
increase the strenght of beams
Description
Unit
Quantity Rate in Rs Amount in Rs
Details of cost of 1m
MATERIAL
Mild Steel Plates
Quintal
0.11 4,700.00
531.29
Galvanised steel bolts & nuts
Each
25.00
12.00
300.00
LABOUR
Carpenter I st class
Days
0.50
297.00
148.50
Beldar
Days
0.50
297.00
148.50
Sundries & Scaffolding
LS
24.00
1.70
40.80
Total
1,169.09
Add water charges 1%
11.69
Total
1,180.78
Add CPOH @ 15%
177.12
Cost of 1m
1,357.90
Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of the
beam
Description
Unit
Quantity
Rate
Amount
Details of cost of 1m
MATERIAL
L angle structural steel
Quintal
0.08 4,700.00
355.32
Galvanised steel bolts & nuts
Each
25.00
12.00
300.00
LABOUR
Carpenter I st class
Days
0.50
297.00
148.50
Beldar
Days
0.50
297.00
148.50
Sundries & Scaffolding
LS
24.00
1.70
40.80
Total
993.12
Add water charges 1%
9.93
Total
1,003.05
Add CPOH @ 15%
150.46
Cost of 1m
1,153.51
Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work
needs to completed in similar application and then smoothen and finished as per the Engineer
incharge.
Code
DSR 2402
DSR 9999
M Rate
DSR 0111
DSR 0114
DSR 9999
Description
Details of cost of 3 Sqm
MATERIAL
Epoxy resin
Saw dust
LABOUR
Conservator
Carpenter Class I
Beldar
Sundries & Scaffolding
Total
Add Tools and Planks 1%
Total
Add CPOH @ 15%
Cost of 3 Sqm
Unit
Cost of 1 Sqm
Quantity
Rate
Amount
Kg
LS
4.00
93.00
150.00
1.70
600.00
158.10
Days
Days
Days
LS
0.75
0.50
2.00
24.00
1,650.00
393.00
297.00
1.70
1,237.50
196.50
594.00
40.80
2,826.90
28.27
2,855.17
428.28
3,283.44
1,094.48
References
1. Building Construction, Sushil Kumar
2. Practical Handbook on Building Construction, NABHI Publication.
3. What are Lime Mortars, GurmeetS.Rai, ParomitaDesarkar, INTACH
Publication
4. Why use Lime? Sangeeta Bias, INTACH Publication
5. Conservation Manual, Sir.John Marshall, Published by Calcutta
Superintendent Government Printing India, 1923
6. Delhi schedule of Rates 1972, CPWD Publication
7. Delhi schedule of Rates 1985, CPWD Publication
8. Delhi schedule of Rates 2013, CPWD Publication
9. Basic Schedule of Rates 2011, Department of Archaeology and Museums,
Rajasthan – Jaipur
10. IS 2118-1980 Construction of Jack Arch Type of Built-Up Floor or Roof
11. IS 2250-1981 Preparation and Use of Masonry Mortars
12. IS 2394-1984 Application of Lime Plaster Finish
13. IS 3036 -1992 Laying Lime concrete for a Waterproofed Roof Finish
14. IS 3620-1979 Specification for Laterite stone Block for Masonry
15. IS 13935-2009 Seismic Evaluation, Repair and Strengthening of Masonry
Building
16. Estimation of INTACH’s Projects
17. Schedule of Rates Mohanani ASI Engineer
Annexure I
Cintec Anchor Rate List
S.No.
Item
Providing and placing of anchors in cored holes of predefined
lengths, diameters & locations obtained as output from
analysis of the simulated model of the bridge using existing
material properties and geometrical conditions Coring should
be done by use of high speed low vibratory coring machine
with diamond core bits. It should impart minimal or no
vibration to the structure being strengthened. The coring
motor & bit should be capable to core at least upto 3m in
straight line.
Each patented anchor will comprise
of three
components(Except Cintec RAC anchor which does not contain
any separate grout delivery pipe) detailed as below:
(a) Reinforcing Member:- Stainless steel Rebar/studd/tube of
Grade 304 conforming to BS 6323/6744/6105 & ASTM
A554/A312 as per applicability. The diameter and size of the
reinforcing members will based upon the structural
requirement of structure.
(b) Presstec Grout:- The Presstec grout is a one component dry
powder mix. Its basic ingredient includes natural mineral and
portland product with graded aggregates, including sand and
lime. The constituents, when proportioned with water,
produce a pumpable, non-shrinking grout. The grout does not
contain any epoxy & resin binders. Presstec grout is a
proprietary, pure mineral grout, conforming to German DIN
standards.
(i) DIN 1045
(ii) DIN 18200
(iii) DIN 18555
(iv) DIN 18557
(c) Sock:- This should be a specially woven polyester based
tubular sock with expansion properties to suit the diameter of
the bore hole in the substrate. The sock should have property
to expand in lateral direction only. The mesh of the sock is to
be designed to contain the aggregates of mixed grout while
still allowing the milk of grout to flow from its pores.
Qty.
Unit
Rate (Rs/Unit)
(d) Grout Delivery Pipe:- A 10-12mm dia. PVC hollow pipe for
delivery of grout under pressure inside the sock & around the
reinforcing rebar/stud such that the grout inflates the sock all
arond the rebar/stud starting from far inside end, moving
outward towards the front & forming mechanical bond
between rebar/stud & substrate.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Cintec RAC Anchor of 10mm diameter hollow stainless steel
tube in cored hole of 32mm diameter and upto maximum
length of 1000mm.
Cintec Anchor of 10mm diamter Rebar/studd in cored hole of
32mm diameter.
Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 32mm and 40mm diameter.
Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter
Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter
Cintec Anchor of 12mm diamter Rebar/studd in cored hole of
32mm
Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 32mm and 40mm diameter
Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter
Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter
Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter
Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole of
40mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter
1
meter
18720
1
meter
42720
1
meter
44460
1
meter
46200
1
meter
47940
1
meter
49680
1
meter
51420
1
meter
53160
1
meter
54900
1
meter
56640
1
meter
58380
1
meter
58500
1
meter
60240
1
meter
61980
1
meter
63720
1
meter
65460
1
meter
67200
1
meter
68940
1
meter
70680
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter
Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole of
50mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 100mm and 120mm diameter.
Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 120mm and 150mm diameter.
Cintec Anchor of 32mm diamter Rebar/studd in cored hole of
65mm diameter.
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 100mm and 120mm diameter
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 120mm and 150mm diameter
1
meter
72420
1
meter
74160
1
meter
75900
1
meter
76200
1
meter
77940
1
meter
79680
1
meter
81420
1
meter
83160
1
meter
84900
1
meter
86640
1
meter
88380
1
meter
90120
1
meter
91860
1
meter
94320
1
meter
97320
1
meter
96000
1
meter
97740
1
meter
99480
1
meter
101220
1
meter
102960
1
meter
104700
1
meter
106440
1
meter
108900
1
meter
111900
44
Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 150mm and 300mm diameter
1
meter
117900
Final length & dia of anchor for strengthening of a distress, is
characterstic to distress in the structure hence, the same will
be decided on case to case basis. The above is inclusive of the
cost of manufacturing the tailor made anchors as per
structural requirements, packing of material and freight from
UK to India, custom duty and all other applicable taxes, etc.
Anchor prices are chargeable in intervals of 0.5meter. Hence if
anchor length of specific dimensions is say 6.30 meters, the
anchor rate will be calculated for 6.5meters.
NOTE:
1
The above rates are inclusive of all applicable taxes as per prevailing Government regulations.
2
Facilities which are required to be provided free of cost for execution of the work within 50m of
work area are as below:
(a) Godown at site for storage of material. Min. space required is 200sqft & maximum space
may vary based of quantity of anchor material requrired for the project.
(b) Power supply for all site work including but not limiting to lighting, coring & anchor
intallation.
( c) Water as required to carry out the work.
(d) Accomodation for atleast 10 persons.
3
The above rates are valid for a period of 1 year from the date of this schedule.
4
Base exchange rate considered at 100INR = 1 GBP. Incase of fluctuation beyond 5%, the
differential rate as applicable, increase or decrease will be applicable upon 66% of the above
quoted cost.
5
It may be kindly be noted that the aforesaid job will be executed through our authorised
applicators only.
6
We will also like to add that since our technology is tailor made, in some cases certain
additional investigative analysis may be required for which charges will be as per actuals.