Name of Work: Development of Dimna Lake- Wayside Amenity at purbi Singhbhum Under Mega Circuit in District Purbi Singhbhum, Jharkhand
BILL OF QUANTITIES
S.N.
1
2
3
4
5
6
7
DSR 2012 Items
Market Rate Items
Item of Work
Qty.
Unit
Rate
Amount
Rate
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm
on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m
including getting out the excavated soil and disposal of surplus excavated soil as
directed, within a lead of 50 m: All kinds of soil.
407 Cum
130.80
53235.60
Excavation work by mechanical means (Hydraulic excavator)/ manual means in
foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m: Ordinary rock.
116 Cum
212.00
24592.00
Excavation work by mechanical means (Hydraulic excavator)/ manual means in
foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m: Hard rock (blasting prohibited).
58 Cum
491.95
28533.10
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
163 Cum
83.80
13659.40
Extra for every additional lift of 1.5 m or part thereof in excavation/ banking
excavated or stacked materials. All kinds of soil.
18 Cum
34.60
622.80
Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto
1.5 m: All kinds of soil.
3000 100 Sqm
935.25
28057.50
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees
and saplings of girth upto 30 cm measured at a height of 1 m above ground level
and removal of rubbish upto a distance of 50 m outside the periphery of the area
cleared.
3000 100 Sqm
482.00
14460.00
8
9
10
11
12
13
14
15
16
Supply and stacking of Fly ash conforming to IRC- 58 at site including carriage,
loading, unloading & stacking up to any lead (measured stacks will be reduced by
20% for payment).
Filling with available fly ash and earth (excluding rock) in trenches or
embankment in layers (each layer should not exceed 15 cm), with intermediate
layer of compacted earth (Soil density of 98%) after every four layers of
compacted depth of fly ash, sides & top layer of filling shall be done with earth
having total minimum compacted thickness 30 cm or as decided by Engineer-incharge, including compacting each layer by rolling/ ramming and watering , all
complete as per drawing and direction of Engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4
coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and fixing up to floor five level precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,
steps, stair cases, etc. including hoisting and setting in position with cement
mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering complete:
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal
size).
Providing and laying in position specified grade of reinforced cement concrete
excluding the cost of centering, shuttering, finishing and reinforcement - All work
up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
20 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. up to floor five level excluding cost of centering,
shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window
sills, staircases and spiral stair cases up to floor five level excluding the cost of
centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in arches, archribs, domes, vaults, shells,
folded plate and roofs having slope more than 15° up to floor five level excluding
the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form
for: Foundations, footings, bases of columns, etc. for mass concrete.
516 Cum
110.75
57147.00
516 Cum
83.80
43240.80
237 Cum
3593.30
851612.10
1.5 Cum
5525.20
8287.80
76 Cum
5094.85
387208.60
40 Cum
5735.75
229430.00
75 Cum
5494.55
412091.25
26 Cum
5684.55
147798.30
356 Sqm
166.90
59416.40
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Centering and shuttering including strutting, propping etc. and removal of form
for: Suspended floors, roofs, landings, balconies and access platform.
Centering and shuttering including strutting, propping etc. and removal of form
for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form
for: Columns, Pillars, Piers, Abutments, Posts and Struts.
Centering and shuttering including strutting, propping etc. and removal of form
for: Cornices and mouldings
Extra for shuttering in circular work for foundations, footings, bases of columns,
etc. for mass concrete.
Extra for shuttering in circular work in lintels, beams plinth beams, girders,
bressumers and cantilevers.
Extra for shuttering in circular work in Columns, Pillars, Piers, Abutments, Posts
and Struts.
Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete work in string courses, bands, copings, bed plates, anchor blocks, plain
window sills and the like including the cost of required centering, shuttering but
excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth and above plinth level:
Thermo-Mechanically Treated bars.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.
projections.
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4
coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in all
shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level: cement
mortar 1:3 (1 cement :3 coarse sand).
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every
third course of half brick masonry.
Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded
stone aggregate 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1
cement : 6 coarse sand).
491 Sqm
311.20
152799.20
140 Sqm
262.25
36715.00
400 Sqm
365.60
146240.00
19 Sqm
495.50
9414.50
7 Sqm
33.38
233.66
66 Sqm
52.45
3461.70
11 Sqm
73.12
804.32
23 Cum
5262.15
121029.45
2880 Kilogram
62.25
179280.00
50 Metre
22.25
1112.50
79 Cum
3508.25
277151.75
86 Cum
4067.85
349835.10
5 Sqm
498.35
2491.75
5 Sqm
63.30
316.50
150 Cum
3059.20
458880.00
32
33
34
35
36
37
38
39
40
41
Random rubble masonry with hard stone in superstructure above plinth level and
upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement :
6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills,
ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of required dia & length (hold fast lugs or dash fastener shall be paid
for separately): Kiln seasoned and chemically treated hollock wood.
Providing and fixing glazed shutters for doors, windows and clerestory windows
using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges
bright finished of required size with necessary screws. Kiln seasoned and
chemically treated hollock wood: 35 mm thick.
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I)
decorative type, core of block board construction with frame of 1st class hard
wood and well matched teak 3 ply veneering with vertical grains or cross bands
and face veneers on both faces of shutters. 35 mm thick including ISI marked
Stainless Steel butt hinges with necessary screws.
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum
depth on all edges of flush door shutters (over all area of door shutter to be
measured).
Extra for cutting rebate in flush door shutters (Total area of the shutter to be
measured).
Providing 40 X 5 mm flat iron hold fast 40 cm long including fixing to frame with
10 mm diameter bolts, nuts and wooden plugs and embedding in cement
concrete block 30 X 10 X 15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size).
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless
steel screws etc. complete : 125 X 64 X 1.90 mm.
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6
levers and a pair of lever handles with necessary screws etc. complete (best
make of approved quality).
Providing and fixing aluminium extruded section body tubular type universal
hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the
body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm)
with double speed adjustment with necessary accessories and screws etc.
complete.
234 Cum
3615.35
845991.90
2 Cum
46619.45
93238.90
43 Sqm
1830.40
78707.20
5 Sqm
2159.05
10795.25
5 Sqm
325.20
1626.00
5 Sqm
92.90
464.50
104 Each
97.80
10171.20
101 Each
57.65
5822.65
1 Each
472.25
472.25
2 Each
981.75
1963.50
42
43
44
45
46
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with nuts and screws etc. complete: 300 X 16 mm.
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required
colour or shade with necessary screws etc. complete: 300 X 10 mm.
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required
colour or shade with necessary screws etc. complete: 200 X 10 mm.
Providing and fixing aluminium handles ISI marked anodised (anodic coating not
less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or
shade with necessary screws etc. complete: 125 mm.
1 Each
203.80
203.80
3 Each
100.40
301.20
46 Each
71.05
3268.30
46 Each
62.50
2875.00
Providing and fixing factory made shutters of Pre-laminated particle board flat
pressed three layer or graded wood particle board with one side decorative finish
and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of
approved design, and edges sealed with water resistant paint and lipped with
aluminium 'U' type edge beading all-round the shutter, including fixing with angle
cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges
100 X 63 X 4 mm etc. complete as per architectural drawing and direction of
Engineer-in-Charge (Cost of 'U' beading and hinges will be paid for separately):
25 mm thick.
2 Each
1179.80
2359.60
Providing and fixing aluminum U beading of required size to Pre-laminated /flush
door shutter including fixing etc. complete as per direction of Engineer-in-charge.
9 Kg
400.75
3606.75
Supplying and fixing rolling shutters of approved make, made of required size
M.S. laths, interlocked together through their entire length and jointed together at
the end by end locks, mounted on specially designed pipe shaft with brackets,
side guides and arrangements for inside and outside locking with push and pull
operation complete, including the cost of providing and fixing necessary 27.5 cm
long wire springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 – part 1 and M.S. top cover of required thickness for
rolling shutters. 80 X 1.25 mm M.S. laths with 1.25 mm thick top cover.
Providing and fixing ball bearing for rolling shutters.
46 Sqm
46 Sqm
1840.85
429.85
84679.10
19773.10
Extra for providing mechanical device chain and crank operation for operating
rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area.
46 Sqm
627.35
28858.10
47
48
49
50
51
52
Steel work welded in built up sections/ framed work including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer using
structural steel etc. as required.In gratings, frames, guard bar, ladder, railings,
brackets, gates and similar works.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,
channels, plates etc. including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel
nuts and bolts complete i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of required size, on the
top of the floor or the side of waist slab with suitable arrangement as per approval
of Engineer-in-charge. ( for payment purpose only weight of stainless steel
members shall be considered excluding fixing accessories such as nuts, bolts,
fasteners etc.)
11700 Kg
77.90
911430.00
764 Kg
558.00
426312.00
53
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on
12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed
with grey cement slurry mixed with pigment to match the shade of the slabs,
including rubbing and polishing complete.
500 Sqm
954.10
477050.00
54
55
56
57
Cuddapah stone slabs 20 mm thick in flooring, risers and treads of steps,
skirting, dado and pillars laid on 20 or 12 mm (average) thick cement mortar 1:3
(1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment
to match the shade of the slabs, including rubbing and polishing complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622
(thickness to be specified by the manufacturer) of approved make in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement
Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @
3.3kg per sqm including pointing in white cement mixed with pigment of matching
shade complete.
Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1
cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps
with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in
shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10
to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement
in cement mortar, including providing and mixing water proofing material in
mortar @ 1 kg per 50 kg of cement , all complete as per direction of Engineer-incharge.
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal
thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4
coarse sand) mixed with 2% integral water proofing compound laid over a bed of
20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat
complete.
568 Sqm
0.00
93 Sqm
724.25
67355.25
44 Sqm
347.25
15279.00
167 Sqm
431.90
72127.30
963
546984
58
59
60
61
62
Providing and laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc
consisting of following operations: a) Applying a slurry coat of neat cement using
2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS.
2645 and approved by Engineer-in-charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment. b)
Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm
size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with
water proofing compound conforming to IS : 2645 and approved by Engineer-incharge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse
sand ) admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge to required slope and treating similarly the
adjoining walls upto 300 mm height including rounding of junctions of walls and
slabs
c) After two days of proper curing applying a second coat of cement slurry using
2.75kg/ sqm of cement admixed with water proofing compound conforming to IS :
2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm
thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with
water proofing compound conforming to IS : 2645 and approved by Engineer-incharge including laying glass fibre cloth of approved quality in top layer of plaster
and finally finishing the surface with trowel with neat cement slurry and making
pattern of 300 X 300 mm square 3 mm deep. e) The whole terrace so finished
shall be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and specified
by the Engineer-in-Charge: With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1
cement: 4 coarse sand)
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :Flush/
Ruled pointing
73 Sqm
786.70
57429.10
433 Sqm
132.10
0.00
57199.30
776 Sqm
338 Sqm
153.65
101.00
119232.40
34138.00
685 Sqm
111.80
76583.00
63
64
65
66
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade New work (two or more coats) over and
including water thinnable priming coat with cement primer.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work
(Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of
exterior primer applied @ 2.20 kg/ 10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give
an even shade : Two or more coats on new work.
Finishing walls with textured exterior paint of required shade : New work (Two or
more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm.
607 Sqm
64.65
39242.55
405 Sqm
67.50
27337.50
334 Sqm
53.85
17985.90
143 Sqm
117.70
16831.10
25 Sqm
4580.35
114508.75
67
68
Manufacturing, supplying and fixing retro reflective sign boards made up of 2mm
thick aluminium sheet, face to be fully covered with high intensity encapsulated
type heat activated retro reflective sheeting conforming to type - IV of ASTM-D
4956-01 in blue and silver white or other colour combination including subject
matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001,
pasted on substrate by an adhesive backing which shall be activated by applying
heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the
same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support
frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures,
mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post
made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size
100x100x5 mm at the bottom end and including making holes in pipes, angles
flats, providing & fixing M.S. message plate of required size, steel work to be
painted with two or more coats of synthetic enamel paint of required shade
of approved brand & manufacture over priming coat of zinc chromate yellow
primer (vertical MS-Tee support to be painted in black and white
colours).Backside of aluminium sheet to be painted with two or more coats of
epoxy paint over and including appropriate priming coat including all leads and
lifts etc. complete as per drawing , specification and direction of Engineer--incharge. Mandatory/ Regulatory sign boards of 900 mm diametre with support
length of 3750 mm.
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40
mm thick nominal size including spreading, well ramming, consolidating and
grouting with jamuna sand including finishing smooth etc. complete as per
direction of Engineer-in-charge.
0.00
1880 Sqm
97.55
183394.00
69
70
71
72
73
74
75
76
77
78
79
80
Providing and laying 60 mm thick factory made cement concrete interlocking
paver block of M -30 grade made by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in required colour and pattern
over and including 50mm thick compacted bed of fine sand, filling the joints with
fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25
grade cement concrete in position to the required line, level and curvature, jointed
with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or
without grooves (thickness of joints except at sharp curve shall not to more than
5mm), including making drainage opening wherever required complete etc. as
per direction of Engineer-in-charge (length of finished kerb edging shall be
measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).
Supplying and stacking of good earth at site including royalty and carriage
complete (earth measured in stacks will be reduced by 20% for payment).
Fine dressing of the ground
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,
32 mm C.P. brass waste of standard pattern, including painting of fittings and
brackets, cutting and making good the walls wherever require: White Vitreous
China Flat back wash basin size 550 X 400 mm with single 15 mm C.P. brass
pillar tap.
Providing and fixing white vitreous china water closet squatting pan (Indian type):
Orissa pattern W.C. pan of size 580 X 440 mm.
Providing and fixing low level flushing cistern with manually controlled device
(handle lever) conforming to IS: 7231 with all fitting and fixture complete: 10 litres
capacity
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.
waste fittings complete semi rigid pipe: 32 mm dia.
Providing and fixing soil, waste and vent pipes: 100 mm dia. Sand cast iron S&S
pipe as per IS: 1729.
Providing and fixing plain bend of required degree.100 mm: Sand cast iron S&S
as per IS: 3989.
Providing and fixing terminal guard: 100 mm: Sand cast iron S&S as per IS 3989.
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes
and fittings of diameter: 100 mm.
366 Sqm
536.65
196413.90
5 Cum
5046.80
25234.00
516 Cum
3000 100 Sqm
260.70
145.90
134521.20
4377.00
3 Each
1460.50
4381.50
4 Each
1235.95
4943.80
4 Each
831.90
3327.60
3 Each
59.50
178.50
30 Metre
734.30
22029.00
10 Each
296.35
2963.50
10 Each
244.10
2441.00
10 Each
207.85
2078.50
81
82
83
84
85
86
87
88
89
90
91
Providing and fixing trap of self cleansing design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
good the walls and floors: 100 mm inlet and 100 mm outletSand cast iron S&S as
per IS: 3989.
Cutting chases in brick masonry walls for following diameter sand cast iron/
centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 12.5 mm
nominal size) including necessary plaster and pointing in cement mortar 1:4 (1
cement : 4 coarse sand): 100 mm dia.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and
refilling etc.: 25 mm dia. nominal bore.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and
refilling etc.: 32 mm dia. nominal bore.
Making connection of G.I. distribution branch with G.I. main of following sizes by
providing and fixing tee, including cutting and threading the pipe etc. complete: 25
to 40 mm nominal bore.
Constructing masonry Chamber 30 X 30 X 50 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100 X
100 X 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c
necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10
graded stone aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of
neat cement complete as per standard design: With common burnt clay F.P.S.
(non modular) bricks of class designation 75.
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
over a ready mixed priming coat, both of approved quality for new work: 25 mm
diameter pipe.
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
over a ready mixed priming coat, both of approved quality for new work: 32 mm
diameter pipe.
Providing and placing on terrace (at all floor levels) polyethylene water storage
tank ISI : 12701 marked with cover and suitable locking arrangement and making
necessary holes for inlet, outlet and overflow pipes but without fittings and the
base support for tank
Providing and fixing C.P. brass bib cock of approved quality conforming to
IS:8931: 15 mm nominal bore.
Providing and fixing PTMT stop cock of approved quality and colour. 15 mm
nominal bore, 86 mm long. Weighing not less than 88 gms.
7 Each
801.70
5611.90
10 Metre
256.85
2568.50
20 Metre
209.40
4188.00
30 Metre
248.55
7456.50
10 Each
277.35
2773.50
2 Each
884.70
1769.40
20 Metre
11.40
228.00
30 Metre
13.45
403.50
200 Per litre
6.10
1220.00
4 Each
397.50
1590.00
2 Each
130.10
260.20
92
93
94
95
96
97
98
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
approved quality conforming to IS:8931. a) 15 mm nominal bore: 15 mm nominal
bore.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete: 100 mm diameter.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete: 150 mm diameter.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete: 200 mm diameter.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed
concrete as per standard design: 100 mm diameter S.W. pipe.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed
concrete as per standard design: 150 mm diameter S.W. pipe.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed
concrete as per standard design: 200 mm diameter S.W. pipe.
5 Each
449.35
2246.75
30 Metre
150.10
4503.00
30 Metre
219.05
6571.50
15 Metre
323.05
4845.75
30 Metre
496.90
14907.00
30 Metre
607.70
18231.00
15 Metre
708.40
10626.00
4 Each
1258.05
5032.20
99
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 X
300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to
be not less than 2.70 kg as per standard design: 100 X 100 mm size P type with
common burnt clay F.P.S. (non modular) bricks of class designation 75.
100
101
102
103
Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse
sand) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement :
4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering
12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with
floating coat of neat cement and making channels in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished
with a floating coat of neat cement complete as per standard design: Inside size
90 X 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 X 610
mm internal dimensions, total weight of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 15 kg): With common burnt clay
F.P.S. (non modular) bricks of class designation 75.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 X 45 cm dry brick honey
comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long
complete as per standard design with common burnt clay F.P.S. (non modular)
bricks of class designation 75.
Providing and placing in position hand pump set double cylinder type of approved
quality of two in one system which can raise the water upto 15 feet high above
the ground level complete with all accessories.
Providing and fixing 18 mm thick gang saw cut mirror polished premoulded and
prepolished) machine cut for kitchen platforms, vanity counters, window sills ,
facias and similar locations of required size of approved shade, colour and
texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand)
with joints treated with white cement, mixed with matching pigment, epoxy touch
ups, including rubbing, curing, moulding and polishing to edges to give high gloss
finish etc. complete at all levels.
2 Each
7061.70
14123.40
1 Each
14324.05
14324.05
2 Each
0.00
5220
10440
600 Sqm
0.00
3173
1903800
TOTAL OF DSR 2012 ITEMS AMOUNT
8534141.18
RATE ENHANCED OVER DSR 2012 @ 16.78%
1432028.89
MARKET RATED ITEMS AMOUNT
2461224
TOTAL ESTIMATED AMOUNT
12427394.07
SAY
12427394.00
SUMMARY OF COST
Name:-
Development of Dimna Lake – Wayside Amenity in
Purbi Singhbhum (Civil & PHE works)
Total DSR 2012 Item Amount
: Rs. 8534141.18
Rate enhanced over DSR 2012 @ 16.78%
: Rs. 1432028.89
Market Rated Items Amount
: Rs. 2461224
TOTAL COST
: Rs. 12427394.07
SAY
: Rs. 12427394.00
The Agency M/s …………………………………………………………..do hereby
quote the percent (%) as below:
(i)
Equal to rates as shown in BOQ for Items of works.
OR
(ii)
…………….% below on rates as shown in BOQ for items of work
OR
(iii)
…………….% above on rates as shown in BOQ for items of work
OR
(iv)
TOTAL QUOTED AMOUNT INCLUSIVE OF PERCENTAGE RATE
QUOTED
(a) (IN FIGURES)__________________________________
(b) (IN WORDS)___________________________________
NOTE:- The agency is required to fix transparent cello tape on the
percentage below/ above quoted by them. The figure written/ quoted
should be clear and visible. In the case of (i) i.e. (Equal to) the agency is
required to tick () the condition at (i) and other points (ii) and (iii) be
crossed (X).
Dated:

Signature and seal of Agency
