D.N.I.T
RURAL SEWERAGE/DRAINAGE SCHEME Chak No. 251 TDA
TEHSIL KAROR LAL EASAN DISTRICT LAYYAH
Approximate Cost:- 11.644 -Million
Sr.
No.
1
Chp:
No.
3
5
6
10
7
bt
12
14
21
Item No.
42
Earnest Money Rs. 0.582 Million Time Limit
Description of Item
RCC Sewer
Dismentlin of brick or flaged flooring.
Dismentlin of road mettaling.
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
Qty
9- Months
Unit
320
% Sft
2125
% Cft
123876
%o Cft
ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth
39733
iii) Above 15.0 ft. depth.
0
Supply and filling sand under floor are plugging in
30
well. (in trenches of all Sewers lines) 12"
3888
Providing & Laying Crush stone 1/4" to 1" size laid
N/S
under bed of sewer and around the sewer.
1623
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 with spigot or collar
joint etcincloding cost of reinforcment,conforming
to B,S 5911 part Class L including carriage of pipe
3
from factory to site work lowering in treanches to
correct alignment and grade, jointing cutting and
testing etc.(use SR Cement)
%o Cft
9" I/d
2931
%o Cft
% Cft
P. Cft
P. Rft.
Rate Quoted
by the
Contractor
13
21
15
16
22
26
3
3
27
28
29
6
30
7
31
7
32
6
33
11
34
21
35
21
3
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
specification C-76-79, Class II. Wall B, including
carriag of pipe from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing with rubber ring cutting pipes where
necessary, testing, etc., complete. (Use SR Cement)
12" I/d
1339
15" I/d
2035
Rehandling of earth work lead upto a single through
13
of kassi phaorah are shover.
130887
Restoration of soling
320
Restoration of road mateling
2560
Manhole
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
42(i) and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
29119
7 ft. to15.0 ft. (2.15 to 4.50 m) depth
5754
above 15.0 ft. (4.50 m) depth
Cement concrete brick or stone ballast 1½ " to 2"
3(d) (40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio (1: 6:12)
1826
Pacca brick work other than building upto 10ft. (3
7(i)
m)height. i) cement, sand mortar:- Ratio 1:3
8673
Extra for pacca brick work in steining of wells or
10
any other circular masonry.
8673
Cement concrete plain including placing,
compacting, finishing and curing complete
5(f) (including screening and washing of stone
aggregate):
(f) Ratio (1: 2: 4)
1303
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
8(b)
mm) thick.
12966
Extra for making and finishing benching floor work
9
imanhole chamber, with 1/8" (3 mm) thick cement
finish.
1319
Providing and fixing C.I step in manhole chamber
13 I/c carrage and setting the same in work to correct
line and level
601
P. Rft.
P. Rft.
%o Cft
% Sft
% Cft
%0 Cft
%0 Cft
%0 Cft
% Cft
% Cft
% Cft
% Cft
% Sft
% Sft
Each
36
38
39
40
41
42
1
21
3
21
21
22
3
22
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
15A weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
87
Gully Gratting
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
42 and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth.
42672
Constructing standard gully grating chamber, 3'x2½
(900x750 mm), with chinaware trap as per PHED
8
Drawing STD/PD No. 3 of 1977, complete in all
respects.
35
Constructing gully grating chamber, 12"x12", (
300x300 mm) complete in all respects:
8
a) with C.I. gully trap, weighing 81 lbs. (36.75 Kg.)
frame hinged safety type.
140
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or collar
joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
1
including carriage of pipe from factory to site of
work, loweing in trenches to correct alignment and
grade, jointing with rubber ring cutting pipes where
necessary, testing, etc., complete.
6" dia
5600
Rehandling of earthwork: a) Lead upto a single
13
throw of Kassi, phaorah or shovel
34138
1
(ii)
2
4
22
22
2
9
Screening Chamber 20 x 9.125
Excavation of well in dry up to 20 ft. below
ground level disposed off soil with in one chain in
ordinary soil. 0' to 5' depth
5' to 10' depth
Dry sinking of well, including loading, and
removing excavated material within one chain (30
m): (a) in ordinary soil.0' to 10' depth.
10' to 20'
Providing and fixing structural steel for cutting
edge. 3x3x3/8".
Each
%o Cft
Each
Each
P. Rft.
%o Cft
1992
%o Cft
1992
%o Cft
1706
%o Cft
853
%o Cft
159
% Kg
5
6
8
10
9
22
6
7
7
7
8
5(f)
7
7+10
7+10
11
6
6
12
6
9(b)
13
6
5(f)
14
6
35(ii)
15
11
7(b)
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :- Ratio 1:2:4.
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (c) Ratio1:2:4
Pucca brick work other than building in (1:3)
cement sand morter.Upto 10' height Straight.
Circular
Pucca brick work other than building in (1:3)
cement sand morter..Add extra labour on for every
10ft.(3 m) additional height, or part thereof. 2nd
step.
Pucca brick work other than building in (1:3)
cement sand morter.Upto 10' height Straight
(Circular)
R.C.C. (1:2:4) in core wall not requiring
shuttering Complete.
Providing
and laying reinforced cement concrete
(including prestressed
concrete),
using coarse
sand
Fabrication
of mild steel
reinforcement
for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 2: 4
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 1-1/2: 3
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
with 2 coats of bitumen:- ii) Ratio 1:3 b) ¾ " thick
(20 mm)
1/2" thick cement plaster (1:2).Upto 20' height
136
P. Cft
19
% Cft
308
% Cft
332
% Cft
189
% Cft
240
% Cft
206
P Cft
16
P Cft
917
% Kg
19
% Cft
38
% Cft
490
% Sft
953
% Sft
17
25
18
6
19
10
20
21
22
21
21
3
23
24
25
21
3
Fabrication of heavy steel work, with angle, tees,
flat iron round iron and sheet iron for making
trusses, girders, tanks, etc., including cutting,
10+11 drilling, revitting, handling, assembling and fixing,
but excluding erection in position.
i/c erection and fitting in position iron truses
staging of water tanks, etc.
Cement concrete brick or stone ballast 1/1/2" to
3
2" gauge in foundation and plinth. (1:6:12)
Brick on edge flooring, laid in (1:6) c/s mortar over
9
a bed of 3/4" thick cement mortar 1:6 complete.
Providing and fixing C.I step, in manhole
chambers, including carriage and setting the same in
work to correct lines and levels.
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
15A weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
Earthwork excavation in open cutting for sewers and
manholes as shown in drawings including shuttering
and timbering, dressing to correct section and
42 dimensions according to templates and levels, and
removing surface water, in all types of soil except
shi, Screening Chamber to Collecting Tank 0.ft-to 7ft
7-01 ft to 15.0-ft Screeing Chamber to Collecting
Tank
above 15.0 ft Screening Chamber to Collecting
Tank
Providing and laying crush stone 0.75" to 1" gauge.
N/S
15" i/d
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
Specification C-76-79, Class III, Wall B, including
3
carriage of pipes from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing 15"dia
Back filling of earth by rehandling of earth with
13 signle thrwo of kassi, watering and ramming
complete.
946
% Kg.
59
% Cft.
293
% Sft
25
Each
2
Each
479
%o Cft
547
%o Cft
137
%o Cft
80
Per
24
P. Rft.
821
%o Cft
13
26
1
22
(ii)
2
22
3
22
4
7
(ii)
(iii)
5
6
6
6
7
8
(iii)
6
22
P/F Pen Stock having size 4x4 made of 1.25" thick
C.I sheet with 3 sides bras lining and 1-1/2"i/d non
magnet stain less steel threaded spindle upto
N/S
requisal length with P/F V clannels 3'x3"x3"/8 size
i/c cost of C/I stock head & unhead driven with tress
pushes etc. complete in all respect.
Collecting Tanks
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
1
ord. Soil
0' to 5' depth
5' to 10' depth
Providing and fixing structural steel for cutting
9
edge. 3"x3"x3/8" Angle Iron.
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
8 form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :-(1:2:4)
Pucca brick work other than building in (1:3) c/s
7 mortar in circular masonry.
'0' to 10' height
10' to 20' height
20' to 30' height
Providing Laying RCC (1:2:4) in core well not
6
rquiring shuttering complete
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement
concrete
plain
including
placing,compacting, finishing and curing complete
5
(including screening and washing of stone
aggregate): (1:2:4) i/c skipping of concrete in
wells
Dry .sinking of well, including loading, and
removing excavated material within one chain (30
2
m):
(a) in ordinary soil.
0' to 10' depth
1
Each
2077
2077
%o Cft
%o Cft
195
% Kg
161
P Cft.
801
771
343
% Cft.
% Cft.
% Cft.
374
P Cft.
1254
% Kg
605
% Cft.
2986
%o Cft
9
22
2
Wet sinking of well in ordinary soil (value of C upto
5), for depths below spring level, including charges
of machinery,shoring, kentledge and removal of
excavated spoil within one chain (30 m):iv) above 30' to 40'(9.0 to 12.0 m) depth.
2986
10
10
15 f
15 f
11
12
6
11
35b
8
8+28
13
6
3d
14
10
9
15
1
21
22
13
1
2
6
3(d)
3
6
5(f)
4
7
7
6
11
8(b)
7
10
9
Providing and laying topping of cement concrete
1:2:4,including surface finishing and dividing in 14.00
panels:- (c) 1½"(40 mm) thick
88.00
1:1-1/2":3
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
with 2 coats of bitumen:ii) Ratio 1:3
b) ¾ " thick (20 mm)
836
1/2" thick cement plaster (1:2)
1415
Upto 20' Height
377
Upto 30' hight
Cement concrete brick or stone ballast 1/1/2" to
84
2" gauge in foundation and plinth. (1:6:12).
Brick on edge flooring, laid in (1:6) c/s mortar over
a bed of 3/4" thick cement mortar 1:6 complete.
254
Providing and fixing Cost iron step, in manhole
chambers, including carriage and setting the same in
22
work to correct lines and levels.
Out Fall Chamber 4 dia
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
ord. soil. a) in ordinary soil or sand :i) from 0' to 5' (o to 1.5 m) depth
468
Cement concrete brick or stone ballast 1/1/2" to
2" gauge in foundation and plinth. (1:6:12)
72
Cement
concrete
plain
including
placing,compacting, finishing and curingcomplete
(including screening an
washing of stone aggregate):
(f) Ratio 1: 2: 4
29
Pucca brick work other than building in (1:5) c/s
mortar upto 10 height.
345
1/2" thick cement plaster (1:3). Upto 20' Height
363
P/L R.C.C. (1:2:4) in slabs, beams, lintels etc;
complete.
3
%o Cft
P% Cft
P% Cft
% Sft
% Sft
% Sft
% Cft
% Sft
Each
%o Cft
% Cft.
% Cft.
% Cft.
% Sft
P.Cft
8
21
1
13
1
II
1
Fabrication of mild steel reinforcement for cement
concrete using deformed bars.
P/F C.I steps in manhole chamber in all respect.
9
3
% Kg.
Each
Pumping Machinery
P/Installing and Testing Including carriage from
factory to site of work with Octroi charges and all
incidental charges horizontal non clogging Pump
type FNP 100-250 coupled whith 16 HP diesel
engine mounted on two wheel trolley of Approved
manufacturer by HUD & PHED capable discharge
of 1.00 Cusec against Head 40 Ft. i/c M.S
delivery/suction rubar hoze pipe brass non return
required size valve specials i/c flanges, reducer, tail
pieces, bends, cable from.complete in all respect
with following accessories.
Accessories
Supplying of tool kit comprising of one china
spanner set , one china screw wrench of 12" size,
one china insulated pliers 8" size and one china
screw driver set, grease gun, complete in all respect.
1 Set. P.Set
Conditions.
1
3
21
2
6
3(d)
3
7
7
3
7
7
4
6
33+(i)
5
11
9(d)
6
11
18+31
7
25
30
Boundary Wall
Excavation in foundation of building etc; and other
structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1/1/2" to
2" gauge in foundation and plinth. (1:6:12)
Pucca brick work other than building up to 10'
height.
(In (1:5) c/s mortar.)
Pucca brick work other than building up to 10'
height.
(In (1:4) c/s mortar.)
1/1/2" thick D.P.C. of PCC (1:2:4) with two
coats of bitumen sand blinded complete.
1/2" thick cement plaster (1:4) upto 20' height.
Cement pointing struck joints in (1:2) c/s with
extra rate of red oxide pigment.
Making and fixing steel grated doors complete with
locking arrangement, Angle Iron Frame 2"x2"x3/8"
and 3/4" Squar bass 4" c/c
1011
%o Cft
251
% Cft
494
% Cft
661
% Cft
318
% Sft
2477
% Sft
1357
% Sft
60
P. Sft
8
1
2
3
4
5
6
13
3
7
Preparing surface and painting 3 coats to guard
bars, gates, grating etc; complete.
P/L dry brick pavement sand grouted complete.
Sullage Carrier
120
437
Earthwork excavation in open cutting upto 5'-0" (1.5
m) depth for storm water channels, drains, sullage
drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect
existing works, shuttering and timbering the
trenches, dressed to designed level and dimensions,
trimming, removal of surface water from trenches,
back filling and surplus excavated material disposed
of and dressed within 50 ft. (15 m) lead:- i)
ordinary
525
P%o Cft
3251.00
225
P% Cft
8361.75
563
P% Cft
15980.65
44
P% Cft
18655.55
726
P% Sft
1379.70
100
P.Cft
284.25
Cement concrete brick or stone ballast 1½ " to 2"
6
3(d) (40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio 1: 6:12
Pacca brick work in foundation and plinth in:- i)
7
4(I) cement, sand morter:Ratio 1:5
Cement concrete plain including placing,
compacting, finishing and curing complete
6
5(f) (including screening and washing of stone
aggregate):
f) Ratio 1: 2: 4
Cement plaster 1:4 upto 20' (6.00 mm) height:11
8(b)
b) ½" (13 mm) thick
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6 6(A)(ii)C fabrication and placing in position, etc.):(a)(ii) Reinforced cement concrete in slab of rafts /
strip foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in all
respects:(3) Type C (nominal mix 1: 2: 4)
% Sft
% Cft
G.Total
7
6
Fabrication of mild steel reinforcement bar cage for
R.C.C. bored piles, including cutting, bending,
laying in position, welding and fastening, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of rust
from the bars):- (b) deformed bars
SURFACE DRAIN
Earth work excavation in open cutting upto 5’ depth
for storm water channel drain, sullage drain in open
area, road, streets, lanes i/c shuttering & timbering
the trenches, dressed to designed level, dimension,
timbering removal of surface water from tr
206
P% Kg
0
%0 Cft
0
% Cft
0
% Cft
0
% Sft
0
P.Rft
8
P.Cft
23
% Kg
Cement concrete brick ballast 1½” to 2” gauge in
foundation/Plinth ratio (1:6:12) P-46, Item No.3(d) .
Pucca brick work in foundation & plinth ratio (1:5)
cement sand mortar. P-58, Item No.4(i).
Pucca brick on edge laid in reimbursement cement
sand mortar on sides of drain, and on other work
where required.All joints to be filled and struck
flush joints,ratio(1:5). (P-137, Item No.3(d).
Constn: of Punjab standard drains of cement
concrete (1:2½ :5) with cement concrete bedding
ratio
(1:6:12)
complete
laid
to
lines,grades,slopes,and shapes,rendering exposed
surface of concrete with1:1 cement sand martor 1/4"
(6mm) thick as per Engineer's
Providing and laying reinforced cement concrete
including prestressed concrete),using coarse sand
and screened graded and washed aggregates,in
required
shapes
and
design,including
forms,moulds,shuttering, lifting,compacting,curing,
rendering and finishing
Fabrication of mild steel reinforcement of cement
concrete i/c cutting, bending, laying in position,
making joints and fastening i/c cost of binding wire
& labour charges for binding of steel reinforcement
(also includes the removal of rust from bars(Def
BRICK PAVEMENT
11407.00
Earth work excavation undressed lead upto a single
Throw of kassi pahorah or shovel (b) in ordinary
soil trans- portation of earth all types when the total
distance work i/c the lead covered in the item of its
more than 1000’ additional lead or part ther
1
5
3
6
8
7
7
6
9
7
2
3
22
7
11
11
15
10
Providing/Laying dry brick pavement/Soling in
streets or roads etc; sand grouted laid in proper
camber i/c preparation, watering, compacting of bed
to proper camber & sand cushion.
Generator Room (12' x 12')
Excavation in foundation of building etc; and other
21 structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1½ " to 2"
3
(40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio 1: 6:12
Pacca brick work in foundation and plinth in cement
4
sand mortar
1/1/2" thick D.P.C. of PCC (1:2:4) with two
33
coats of bitumen sand blinded complete.
Pacca brick work in ground floor:- cement sand
5(i)
mortar
Filling, watering and ramming earth under floors:i) with surplus earth from foundation, etc.
15(i)
ii) with new earth excavated from outside,
lead upto one chain (30 m).
Supply and filling sand under floor are plugging in
30
well. (in trenches of all Sewers lines)
9(b) Cement plaster (1:4) upto 20' hight 1/2" thick
Providing and laying topping of cement concrete
15 1:2:
including surface finishing and dividing in panels:-
7500
%0 Cft
4004
% Cft
276
%o Cft
143.32
% Cft
192.62
% Cft
59.06
% Sft
672.47
% Cft
236.50
%o Cft
67.57
% Cft
636
% Sft
144
% Sft
4
6
16
6
6
25
24
25
25
12
10
11
17
25
14
11
13
11
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6b©
fabrication and placing in position, etc.):(a) (i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:(3) (c) Type C (nominal mix 1: 2: 4)
110.81
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
339.99
rust).
Making and fixing steel grated door with 1/16" thick
(1.5mm) sheeting, including angle iron frame
31 2"x2"x3/8 (50x50x10 mm) and ¾" (20 mm) square
bars 4" (100 mm) centre to centre, with locking
35
arrangement.
P/F steel windows with openable glazed panels
41
32
using beam section for frame concrete pad
viding and fixing M.S. flat ½"x1/8" (13mm x 3mm)
grill including ¾" x 1/8" (20 mmx3 mm) M.S. flat
54
frame, in windows of approved design, including
32
painting three coats, complete in all respects.
Cement pointing struck joints on walls upto 20'
18+31
681
hight
Single layer of tiles 9"x4½"x1½" (225x113x40 mm)
laid over 4"(100 mm) earth and 1" (25 mm) mud
plasterwithout Bhoosa, grouted with cement sand
31
1:3 on top of RCC roof slab, provided with 34 lbs.
per %Sft. or 1.72 Kg/Sq.m bitumen coating sand
163
blinded.
720
25 Whtie washing new surface :-3 coats
Perparing surface and painting of door and windows
10 any type (including edges) (New Surface)
35
% Cft
% Kg.
P. Cft
P Cft
P Cft
% Sft
% Sft
% Sft
% Sft
21
9
26
Khasi parnalas in cement sand mortar 1:2:12" out
side with finished smooth with a floating coat of
neat cement.
Bottom khuras of brick masonry in cement mortar
1:6, 4'x2'x4½" over 3" cement concrete (1:4:8).
22 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)
Provision for electric fitting/ceiling fan etc:
complete (as per details attached) (N.S)
N.S Cement concrete 1:6:12 under apron
Brick on edge flooring laid in mortar over a bed of
3/4" CS mortar 1:6
14
P.Cft
1
Each
1
Each
1
Each
73.41
% Cft
196
% Sft
NOTE:i.
Any item not inculded in above and to be carried out at site will be paid according to MRS BIAnnual Period 1st August 2015 to 31 Jan 2016.
ii. Competent authority, reserves the right to reject the tender without asining any reasone.
iii. Any ommission or error there in shall be refferd for interpolation and decision to the competant
authority which well be final in this respect..
iv. Lowest contractor has to deposit performance security in the shape of deposit cal in the name of
undersigned if the rate quoated by him are less then the estimated amount, within 7-days after date of
opening tenders as per Finance notifaction No. RO(TECH) FD 1-2-2010 Dated 04.09.2012 at the
following rates, filling which the tenders will be rejected with out saving any notice, The amount of the
performance security will be equal to the diffrence of the estimated amount and the amount quoated by
the contractor.
v. Work would be completed as per shedule of progress/ bar chart.
vi. All new ammamdments , notifactions will be applicable on this bid.
RURAL SEWERAGE/DRAINAGE SCHEME Chak No. 229 TDA
TEHSIL KAROR LAL EASAN DISTRICT LAYYAH
1
3
42
5
6
10
7
30
RCC Sewer
Dismentlin of brick or flaged flooring.
Dismentlin of road mettaling.
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth
iii) Above 15.0 ft. depth.
Supply and filling sand under floor are plugging in
well. (in trenches of all Sewers lines) 12"
10640
% Sft
4250
% Cft
51305
%o Cft
9264
%o Cft
0
%o Cft
3686
% Cft
bt
12
N/S
21
2642
P. Cft
414
P. Rft.
12" I/d
1212
15" I/d
845
Rehandling of earth work lead upto a single through
13
of kassi phaorah are shover.
48455.2
Restoration of road mateling
5120
Manhole
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
42(i) and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
8869.69
7 ft. to15.0 ft. (2.15 to 4.50 m) depth
2352
above 15.0 ft. (4.50 m) depth
Cement concrete brick or stone ballast 1½ " to 2"
3(d) (40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio (1: 6:12)
597.3
Pacca brick work other than building upto 10ft. (3
7(i)
m)height. i) cement, sand mortar:- Ratio 1:3
2905
Extra for pacca brick work in steining of wells or
10
any other circular masonry.
2905
P. Rft.
3
14
13
21
15
16
22
26
3
3
27
28
29
6
30
7
31
7
Providing & Laying Crush stone 1/4" to 1" size laid
under bed of sewer and around the sewer.
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 with spigot or collar
joint etcincloding cost of reinforcment,conforming
to B,S 5911 part Class L including carriage of pipe
from factory to site work lowering in treanches to
correct alignment and grade, jointing cutting and
testing etc.(use SR Cement)
3
9" I/d
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
specification C-76-79, Class II. Wall B, including
carriag of pipe from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing with rubber ring cutting pipes where
necessary, testing, etc., complete. (Use SR Cement)
P. Rft.
%o Cft
% Cft
%0 Cft
%0 Cft
%0 Cft
% Cft
% Cft
% Cft
32
6
33
11
34
21
35
36
38
39
40
41
21
21
3
21
21
22
Cement concrete plain including placing,
compacting, finishing and curing complete
5(f) (including screening and washing of stone
aggregate):
(f) Ratio (1: 2: 4)
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
8(b)
mm) thick.
Extra for making and finishing benching floor work
9
imanhole chamber, with 1/8" (3 mm) thick cement
finish.
Providing and fixing C.I step in manhole chamber
13 I/c carrage and setting the same in work to correct
line and level
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
15A weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
Gully Gratting
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
42 and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth.
Constructing standard gully grating chamber, 3'x2½
(900x750 mm), with chinaware trap as per PHED
8
Drawing STD/PD No. 3 of 1977, complete in all
respects.
Constructing gully grating chamber, 12"x12", (
300x300 mm) complete in all respects:
8
a) with C.I. gully trap, weighing 81 lbs. (36.75 Kg.)
frame hinged safety type.
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or collar
joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
1
including carriage of pipe from factory to site of
work, loweing in trenches to correct alignment and
grade, jointing with rubber ring cutting pipes where
necessary, testing, etc., complete.
6" dia
461
% Cft
4315
% Sft
527.32
% Sft
228
Each
28
Each
10729
%o Cft
22
Each
22
Each
1408
P. Rft.
42
1
3
22
(ii)
2
22
4
22
5
22
6
8
10
9
6
7
7
7
13
Rehandling of earthwork: a) Lead upto a single
throw of Kassi, phaorah or shovel
8583.17
Screening Chamber 20 x 9.125
Excavation of well in dry up to 20 ft. below
1
ground level disposed off soil with in one chain in
ordinary soil. 0' to 5' depth
5' to 10' depth
Dry sinking of well, including loading, and
2
removing excavated material within one chain (30
m): (a) in ordinary soil.10' to 15' depth.
Providing and fixing structural steel for cutting
9
edge. 3x3x3/8".
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
8
form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :- Ratio 1:2:4.
Cement concrete plain including placing,
compacting, finishing and curing complete
5(f) (including screening and washing of stone
aggregate): (c) Ratio1:2:4 including skipping of
concrete in wells.
Pucca brick work other than building in (1:3)
7
cement sand morter.Upto 10' height Straight.
#REF!
Pucca brick work other than building in (1:3)
cement sand morter..Add extra labour on for every
7+10
10ft.(3 m) additional height, or part thereof. 2nd
step.
Pucca brick work other than building in (1:3)
7+10 cement sand morter.Upto 10' height Straight
(Circular)
#REF!
%o Cft
1992
%o Cft
1992
%o Cft
682
%o Cft
159
% Kg
136
P. Cft
152
% Cft
308
% Cft
332
% Cft
189
% Cft
240
% Cft
103
P Cft
11
12
13
6
6
6
6
9(b)
5(f)
14
6
35(ii)
15
11
7(b)
17
25
10+11
18
6
3
19
10
9
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):(a) (i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:- (3) (c) Type C (nominal mix 1: 2: 4)
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 2: 4
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 1-1/2: 3
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
with 2 coats of bitumen:- ii) Ratio 1:3 b) ¾ " thick
(20 mm)
1/2" thick cement plaster (1:2).Upto 20' height
Fabrication of heavy steel work, with angle, tees,
flat iron round iron and sheet iron for making
trusses, girders, tanks, etc., including cutting,
drilling, revitting, handling, assembling and fixing,
but excluding erection in position.
i/c erection and fitting in position iron truses
staging of water tanks, etc.
Cement concrete brick or stone ballast 1/1/2" to
2" gauge in foundation and plinth. (1:6:12)
Brick on edge flooring, laid in (1:6) c/s mortar over
a bed of 3/4" thick cement mortar 1:6 complete.
24
P Cft
946
% Kg
19
% Cft
38
% Cft
490
% Sft
953
% Sft
946
% Kg.
59
% Cft.
293
% Sft
20
21
22
21
21
3
23
24
25
21
3
26
1
(ii)
(ii)
22
Providing and fixing C.I step, in manhole
13 chambers, including carriage and setting the same in
work to correct lines and levels.
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
15A weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
Earthwork excavation in open cutting for sewers and
manholes as shown in drawings including shuttering
and timbering, dressing to correct section and
42 dimensions according to templates and levels, and
removing surface water, in all types of soil except
shi, Screening Chamber to Collecting Tank 0.ft-to 7ft
7-01 ft to 15.0-ft Screeing Chamber to Collecting
Tank
above 15.0 ft Screening Chamber to Collecting
Tank
Providing and laying crush stone 0.75" to 1" gauge.
N/S
15" i/d
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
Specification C-76-79, Class III, Wall B, including
3
carriage of pipes from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing 15"dia
Back filling of earth by rehandling of earth with
13 signle thrwo of kassi, watering and ramming
complete.
P/F Pen Stock having size 4x4 made of 1.25" thick
C.I sheet with 3 sides bras lining and 1-1/2"i/d non
magnet stain less steel threaded spindle upto
N/S
requisal length with P/F V clannels 3'x3"x3"/8 size
i/c cost of C/I stock head & unhead driven with tress
pushes etc. complete in all respect.
Collecting Tanks
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
1
ord. Soil
0' to 5' depth
5' to 10' depth
10' to 15' depth
25
Each
2
Each
479
%o Cft
547
%o Cft
%o Cft
63
Per
24
P. Rft.
821
%o Cft
1
Each
2077
%o Cft
2077
%o Cft
%o Cft
2
22
3
22
4
7
(ii)
5
6
6
6
7
8
6
22
(iii)
(iii)
(iii)
9
10
22
10
Providing and fixing structural steel for cutting
edge. 3"x3"x3/8" Angle Iron.
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
8 form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :-(1:2:4)
Pucca brick work other than building in (1:3) c/s
7 mortar in circular masonry.
'0' to 10' height
10' to 20' height
20' to 30' height
Providing Laying RCC (1:2:4) in core well not
6
rquiring shuttering complete
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement
concrete
plain
including
placing,compacting, finishing and curing complete
5
(including screening and washing of stone
aggregate): (1:2:4)
Dry sinking of well, including loading, and
removing excavated material within one chain (30
2
m):
(a) in ordinary soil.
10' to 15' depth
15' to 20' depth
20' to 25' depth
Wet sinking of well in ordinary soil (value of C upto
5), for depths below spring level, including charges
of machinery,shoring, kentledge and removal of
2
excavated spoil within one chain (30 m):iv) above 30' to 40'(9.0 to 12.0 m) depth.
9
Providing and laying topping of cement concrete
15 f 1:2:4,including surface finishing and dividing in
panels:- (c) 1½"(40 mm) thick
15 f 1:1-1/2":3
195
% Kg
161
P Cft.
801
% Cft.
596
% Cft.
114
% Cft.
374
P Cft.
1254
% Kg
516
% Cft.
2986
%o Cft
0
%o Cft
0
%o Cft
1792
%o Cft
14
P% Cft
88
P% Cft
11
12
6
11
13
11
14
6
15
10
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
35b
with 2 coats of bitumen:ii) Ratio 1:3 b) ¾ " thick (20 mm)
836
1/2" thick cement plaster (1:2)
8
Upto 20' Height
1415.36
8+28 Upto 30' hight
377.16
Cement pointing struck joints in (1:2) c/s with
15
extra rate of red oxide pigment.
Cement concrete brick or stone ballast 1/1/2" to
3d
2" gauge in foundation and plinth. (1:6:12).
84
Brick on edge flooring, laid in (1:6) c/s mortar over
9 a bed of 3/4" thick cement mortar 1:6 complete.
254
16
21
17
18
1
22
2
6
3
6
4
7
6
11
7
10
8
21
Providing and fixing Cost iron step, in manhole
13 chambers, including carriage and setting the same in
work to correct lines and levels.
22
Providing and fixing G.I. pipe railing, as per
13
standard drawing.
Out Fall Chamber 4 dia
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
1
ord. soil. a) in ordinary soil or sand :i) from 0' to 5' (o to 1.5 m) depth
468
Cement concrete brick or stone ballast 1/1/2" to
3(d)
2" gauge in foundation and plinth. (1:6:12)
72
Cement
concrete
plain
including
placing,compacting, finishing and curingcomplete
5(f) (including screening an
washing of stone aggregate):
(f) Ratio 1: 2: 4
29
Pucca brick work other than building in (1:3) c/s
7
mortar upto 10 height.
345.375
8(b) 1/2" thick cement plaster (1:3). Upto 20' Height
363
9
#REF!
3
Fabrication of mild steel reinforcement for cement
13
concrete using deformed bars.
9
P/F C.I steps in manhole chamber in all respect.
3
Pumping Machinery
% Sft
% Sft
% Sft
% Sft
% Cft
% Sft
Each
P. Rft.
%o Cft
% Cft.
% Cft.
% Cft.
% Sft
P.Cft
% Kg.
Each
1
1
II
1
P/Installing and Testing Including carriage from
factory to site of work with Octroi charges and all
incidental charges horizontal non clogging Pump
type FNP 100-250 coupled whith 16 HP diesel
engine mounted on two wheel trolley of Approved
manufacturer by HUD & PHED capable discharge
of 1.00 Cusec against Head 40 Ft. i/c M.S
delivery/suction rubar hoze pipe brass non return
required size valve specials i/c flanges, reducer, tail
pieces, bends, cable from.complete in all respect
with following accessories.
Accessories
Supplying of tool kit comprising of one china
spanner set , one china screw wrench of 12" size,
one china insulated pliers 8" size and one china
screw driver set, grease gun, complete in all respect.
1
P.Set
1011
%o Cft
251
% Cft
661
% Cft
494
% Cft
318
% Sft
2477
% Sft
1357
% Sft
60
P. Sft
120
% Sft
Conditions.
1
3
21
2
6
3(d)
3
7
7
3
7
7
4
6
33+(i)
5
11
9(d)
6
11
18+31
7
25
30
8
13
Boundary Wall
Excavation in foundation of building etc; and other
structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1/1/2" to
2" gauge in foundation and plinth. (1:6:12)
Pucca brick work other than building up to 10'
height. (In (1:5) c/s mortar.)
Pucca brick work other than building up to 10'
height.
(In (1:4) c/s mortar.)
1/1/2" thick D.P.C. of PCC (1:2:4) with two
coats of bitumen sand blinded complete.
1/2" thick cement plaster (1:4) upto 20' height.
Cement pointing struck joints in (1:2) c/s with
extra rate of red oxide pigment.
Making and fixing steel grated doors complete with
locking arrangement, Angle Iron Frame 2"x2"x3/8"
and 3/4" Squar bass 4" c/c
Preparing surface and painting 3 coats to guard
bars, gates, grating etc; complete.
Sullage Carrier
1
2
3
4
5
6
7
3
7
Earthwork excavation in open cutting upto 5'-0" (1.5
m) depth for storm water channels, drains, sullage
drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect
existing works, shuttering and timbering the
trenches, dressed to designed level and dimensions,
trimming, removal of surface water from trenches,
back filling and surplus excavated material disposed
of and dressed within 50 ft. (15 m) lead:i) ordinary
Cement concrete brick or stone ballast 1½ " to 2"
6
3(d) (40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio 1: 6:12
Pacca brick work in foundation and plinth in:- i)
7
4(I)
cement, sand morter:- Ratio 1:5
Cement concrete plain including placing,
compacting, finishing and curing complete
6
5(f) (including screening and washing of stone
aggregate):
f) Ratio 1: 2: 4
Cement plaster 1:4 upto 20' (6.00 mm) height:11
8(b)
b) ½" (13 mm) thick
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6 6(A)(ii)C fabrication and placing in position, etc.):(a)(ii) Reinforced cement concrete in slab of rafts /
strip foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in all
respects:(3) Type C (nominal mix 1: 2: 4)
Fabrication of mild steel reinforcement bar cage for
R.C.C. bored piles, including cutting, bending,
laying in position, welding and fastening, including
6
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of rust
from the bars):- (b) deformed bars
525 P%o Cft
225
P% Cft
563
P% Cft
44
P% Cft
726
P% Sft
100
P.Cft
1
3
5
6
8
7
7
6
9
7
2
3
22
7
11
11
15
10
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
Generator Room (12' x 12')
Excavation in foundation of building etc; and other
21 structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1½ " to 2"
3
(40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio 1: 6:12
Pacca brick work in foundation and plinth in cement
4
sand mortar
1/1/2" thick D.P.C. of PCC (1:2:4) with two
33
coats of bitumen sand blinded complete.
Pacca brick work in ground floor:- cement sand
5(i)
mortar
Filling, watering and ramming earth under floors:i) with surplus earth from foundation, etc.
15(i)
ii) with new earth excavated from outside,
lead upto one chain (30 m).
Supply and filling sand under floor are plugging in
30
well. (in trenches of all Sewers lines)
9(b) Cement plaster (1:4) upto 20' hight 1/2" thick
Providing and laying topping of cement concrete
15 1:2:
including surface finishing and dividing in panels:-
206
P% Kg
582.5
%0 Cft
187.5
% Cft
187.5
% Cft
750
% Sft
500
P.Rft
23.3
P.Cft
71.3912
% Kg
67940
%0 Cft
21800
% Cft
276
%o Cft
143.32
% Cft
192.62
% Cft
59.0625
% Sft
672.469
% Cft
236.496
%o Cft
67.5703
% Cft
636
% Sft
4
6
16
6
6
25
24
25
25
12
10
11
17
25
14
11
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6b©
fabrication and placing in position, etc.):(a) (i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:(3) (c) Type C (nominal mix 1: 2: 4)
144
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust).
110.813
Making and fixing steel grated door with 1/16" thick
(1.5mm) sheeting, including angle iron frame
31 2"x2"x3/8 (50x50x10 mm) and ¾" (20 mm) square
bars 4" (100 mm) centre to centre, with locking
arrangement.
339.99
P/F steel windows with openable glazed panels
41
using beam section for frame concrete pad
35
viding and fixing M.S. flat ½"x1/8" (13mm x 3mm)
grill including ¾" x 1/8" (20 mmx3 mm) M.S. flat
54
frame, in windows of approved design, including
painting three coats, complete in all respects.
32
Cement pointing struck joints on walls upto 20'
18+31
hight
32
Single layer of tiles 9"x4½"x1½" (225x113x40 mm)
laid over 4"(100 mm) earth and 1" (25 mm) mud
plasterwithout Bhoosa, grouted with cement sand
31
1:3 on top of RCC roof slab, provided with 34 lbs.
per %Sft. or 1.72 Kg/Sq.m bitumen coating sand
blinded.
681
25 Whtie washing new surface :-3 coats
163
% Sft
% Cft
% Kg.
P. Cft
P Cft
P Cft
% Sft
% Sft
RURAL SEWERAGE/DRAINAGE SCHEME Chak No. 110 TDA
TEHSIL KAROR LAL EASAN DISTRICT LAYYAH
RCC Sewer
1
3
5
6
10
7
bt
12
21
Dismentlin of brick or flaged flooring.
Dismentlin of road mettaling.
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
42 and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth
iii) Above 15.0 ft. depth.
Supply and filling sand under floor are plugging in
30
well. (in trenches of all Sewers lines) 12"
Providing & Laying Crush stone 1/4" to 1" size laid
N/S
under bed of sewer and around the sewer.
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 with spigot or collar
joint etcincloding cost of reinforcment,conforming
to B,S 5911 part Class L including carriage of pipe
3
from factory to site work lowering in treanches to
correct alignment and grade, jointing cutting and
testing etc.(use SR Cement)
14
13
21
3
15
16
22
3
13
320
% Sft
2125
% Cft
172319
%o Cft
57290
%o Cft
2515
%o Cft
1623
% Cft
10159
P. Cft
9" I/d
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
specification C-76-79, Class II. Wall B, including
carriag of pipe from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing with rubber ring cutting pipes where
necessary, testing, etc., complete. (Use SR Cement)
3501
P. Rft.
12" I/d
15" I/d
Rehandling of earth work lead upto a single through
of kassi phaorah are shover.
Restoration of soling
Restoration of road mateling
Manhole
4186
P. Rft.
886
P. Rft.
185699
%o Cft
320
% Sft
2560
% Cft
26
3
42(i)
27
28
29
6
3(d)
30
7
7(i)
31
7
10
32
6
5(f)
33
11
8(b)
34
21
9
35
36
38
21
21
3
13
15A
42
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth
7 ft. to15.0 ft. (2.15 to 4.50 m) depth
above 15.0 ft. (4.50 m) depth
Cement concrete brick or stone ballast 1½ " to 2"
(40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio (1: 6:12)
Pacca brick work other than building upto 10ft. (3
m)height. i) cement, sand mortar:- Ratio 1:3
Extra for pacca brick work in steining of wells or
any other circular masonry.
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate):
(f) Ratio (1: 2: 4)
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
mm) thick.
Extra for making and finishing benching floor work
imanhole chamber, with 1/8" (3 mm) thick cement
finish.
Providing and fixing C.I step in manhole chamber
I/c carrage and setting the same in work to correct
line and level
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
Gully Gratting
Earthwork excavation in open cutting for sewers and
'manholes as shown in drawings including
shuttering and timbering, dressing to correct section
and dimensions according to templates and levels,
and removing surface 'water, in all types of soil
except shingle, gravel and rock:'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth.
14943
%0 Cft
2736
%0 Cft
0
%0 Cft
933
% Cft
4343
% Cft
4343
% Cft
714
% Cft
6645
% Sft
775
% Sft
311
Each
51
Each
24156
%o Cft
39
40
41
42
1
21
21
22
3
22
8
8
1
13
1
(ii)
2
22
2
2
22
2
4
22
9
5
22
8
6
8
6
7
5(f)
7
Constructing standard gully grating chamber, 3'x2½
(900x750 mm), with chinaware trap as per PHED
Drawing STD/PD No. 3 of 1977, complete in all
respects.
Constructing gully grating chamber, 12"x12", (
300x300 mm) complete in all respects:
a) with C.I. gully trap, weighing 81 lbs. (36.75 Kg.)
frame hinged safety type.
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or collar
joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, loweing in trenches to correct alignment and
grade, jointing with rubber ring cutting pipes where
necessary, testing, etc., complete.
9" dia
Rehandling of earthwork: a) Lead upto a single
throw of Kassi, phaorah or shovel
Screening Chamber 20 x 9.125
Excavation of well in dry up to 20 ft. below
ground level disposed off soil with in one chain in
ordinary soil. 0' to 5' depth
5' to 10' depth
Dry sinking of well, including loading, and
removing excavated material within one chain (30
m): (a) in ordinary soil.0' to 10' depth.
10' to 20' depth.
Providing and fixing structural steel for cutting
edge. 3x3x3/8".
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :- Ratio 1:2:4.
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (c) Ratio1:2:4
Pucca brick work other than building in (1:3)
cement sand morter.Upto 10' height Straight.
#REF!
22
Each
77
Each
3168
P. Rft.
19305
%o Cft
1992
%o Cft
1992
%o Cft
1706
%o Cft
853
%o Cft
946
% Kg
136
P. Cft
152
% Cft
308
% Cft
332
% Cft
10
9
11
12
13
7
7
6
6
6
7+10
7+10
6
9(b)
5(f)
14
6
35(ii)
15
11
7(b)
Pucca brick work other than building in (1:3)
cement sand morter..Add extra labour on for every
10ft.(3 m) additional height, or part thereof. 2nd
step.
Pucca brick work other than building in (1:3)
cement sand morter.Upto 10' height Straight
(Circular)
#REF!
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):(a) (i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:- (3) (c) Type C (nominal mix 1: 2: 4)
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 2: 4
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (f) Ratio 1: 1-1/2: 3
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
with 2 coats of bitumen:- ii) Ratio 1:3 b) ¾ " thick
(20 mm)
1/2" thick cement plaster (1:2).Upto 20' height
189
% Cft
240
% Cft
206
P Cft
16
P Cft
917
% Kg
19
% Cft
38
% Cft
490
% Sft
953
% Sft
17
25
18
6
19
10
20
21
22
21
21
3
23
24
25
21
3
Fabrication of heavy steel work, with angle, tees,
flat iron round iron and sheet iron for making
trusses, girders, tanks, etc., including cutting,
10+11 drilling, revitting, handling, assembling and fixing,
but excluding erection in position.
i/c erection and fitting in position iron truses
staging of water tanks, etc.
Cement concrete brick or stone ballast 1/1/2" to
3
2" gauge in foundation and plinth. (1:6:12)
Brick on edge flooring, laid in (1:6) c/s mortar over
9
a bed of 3/4" thick cement mortar 1:6 complete.
Providing and fixing C.I step, in manhole
chambers, including carriage and setting the same in
work to correct lines and levels.
Providing and fixing 6" thick R.C.C. manhole cover
with tee shaped C.I. frame of 22" I/d (frame
15A weighing 37.324 Kg. or one maund as per Standard
Drawing STD/PD No. 6, of 1977, complete in all
respect.
Earthwork excavation in open cutting for sewers and
manholes as shown in drawings including shuttering
and timbering, dressing to correct section and
42 dimensions according to templates and levels, and
removing surface water, in all types of soil except
shi, Screening Chamber to Collecting Tank 0.ft-to 7ft
7-01 ft to 15.0-ft Screeing Chamber to Collecting
Tank
above 15.0 ft Screening Chamber to Collecting
Tank
Providing and laying crush stone 0.75" to 1" gauge.
N/S
15" i/d
Providing and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
Specification C-76-79, Class III, Wall B, including
3
carriage of pipes from factory to site of work,
lowering in trenches to correct alignment and grade,
jointing 15"dia
Back filling of earth by rehandling of earth with
13 signle thrwo of kassi, watering and ramming
complete.
946
% Kg.
59
% Cft.
293
% Sft
25
Each
2
Each
479
%o Cft
547
%o Cft
137
%o Cft
80
Per
24
P. Rft.
821
%o Cft
13
26
27
18
1
22
(ii)
(ii)
2
22
3
22
4
7
(ii)
5
6
6
6
7
8
(iii)
6
22
P/F Pen Stock having size 4x4 made of 1.25" thick
C.I sheet with 3 sides bras lining and 1-1/2"i/d non
magnet stain less steel threaded spindle upto
N/S
requisal length with P/F V clannels 3'x3"x3"/8 size
i/c cost of C/I stock head & unhead driven with tress
pushes etc. complete in all respect.
Providing and fixing G.I. pipe railing, as per
13
standard drawing.
Collecting Tanks
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
1
ord. Soil
0' to 5' depth
5' to 10' depth
10' to 15' depth
Providing and fixing structural steel for cutting
9
edge. 3"x3"x3/8" Angle Iron.
Providing, making and laying R.C.C. well curb in
position, using coarse sand, including all kinds of
8 form, moulds, curing, shuttering, rendering and
finishing the exposed surface, (including screening
and washing of aggregate :-(1:2:4)
Pucca brick work other than building in (1:3) c/s
7 mortar in circular masonry.
'0' to 10' height
10' to 20' height
20' to 30' height
Providing Laying RCC (1:2:4) in core well not
6
rquiring shuttering complete
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust)
Cement
concrete
plain
including
placing,compacting, finishing and curing complete
5
(including screening and washing of stone
aggregate): (1:2:4)
Dry sinking of well, including loading, and
removing excavated material within one chain (30
2
m):
(a) in ordinary soil.
10' to 15' depth
1
Each
P. Rft.
2655
%o Cft
2655
%o Cft
%o Cft
226
% Kg
190
P Cft.
801
% Cft.
771
% Cft.
343
% Cft.
440
P Cft.
1477
% Kg
682
% Cft.
2986
%o Cft
(iii)
(iii)
9
22
15' to 20' depth
20' to 25' depth
Wet sinking of well in ordinary soil (value of C upto
5), for depths below spring level, including charges
of machinery,shoring, kentledge and removal of
excavated spoil within one chain (30 m):iv) above 30' to 40'(9.0 to 12.0 m) depth.
0
%o Cft
0
%o Cft
2986
%o Cft
panels:- (c) 1½"(40 mm) thick
17
15 f 1:1-1/2":3
127
Providing and laying vertical damp proof course
with cement sand plaster and bitumen coating (b)
35b with 2 coats of bitumen:ii) Ratio 1:3
b) ¾ " thick (20 mm)
968
1/2" thick cement plaster (1:2)
8
Upto 20' Height
1415.36
8+28 Upto 30' hight
452.592
Cement pointing struck joints in (1:2) c/s with
15
extra rate of red oxide pigment.
Cement concrete brick or stone ballast 1/1/2" to
3d
2" gauge in foundation and plinth. (1:6:12).
96
Brick on edge flooring, laid in (1:6) c/s mortar over
9 a bed of 3/4" thick cement mortar 1:6 complete.
P% Cft
292
% Sft
22
Each
2
Providing and laying topping of cement concrete
10
11
12
10
6
11
13
11
14
6
15
10
16
21
17
18
1
22
2
6
3
6
15 f 1:2:4,including surface finishing and dividing in
Providing and fixing Cost iron step, in manhole
13 chambers, including carriage and setting the same in
work to correct lines and levels.
Providing and fixing G.I. pipe railing, as per
13
standard drawing.
Out Fall Chamber 4 dia
Excavation of well in dry upto 20' below ground
level and disposed off soil with in one chain in
1
ord. soil. a) in ordinary soil or sand :i) from 0' to 5' (o to 1.5 m) depth
Cement concrete brick or stone ballast 1/1/2" to
3(d)
2" gauge in foundation and plinth. (1:6:12)
Cement
concrete
plain
including
placing,compacting, finishing and curingcomplete
5(f) (including screening an
washing of stone aggregate):
(f) Ratio 1: 2: 4
P% Cft
% Sft
% Sft
% Sft
% Sft
% Cft
P. Rft.
468
%o Cft
72
% Cft.
29
% Cft.
4
7
6
11
7
10
8
21
1
Pucca brick work other than building in (1:3) c/s
mortar upto 10 height.
345.375
8(b) 1/2" thick cement plaster (1:3). Upto 20' Height
363
9
#REF!
3
Fabrication of mild steel reinforcement for cement
13
concrete using deformed bars.
9
P/F C.I steps in manhole chamber in all respect.
3
7
1
II
1
% Cft.
% Sft
P.Cft
% Kg.
Each
Pumping Machinery
P/Installing and Testing Including carriage from
factory to site of work with Octroi charges and all
incidental charges horizontal non clogging Pump
type FNP 100-250 coupled whith 16 HP diesel
engine mounted on two wheel trolley of Approved
manufacturer by HUD & PHED capable discharge
of 1.00 Cusec against Head 40 Ft. i/c M.S
delivery/suction rubar hoze pipe brass non return
required size valve specials i/c flanges, reducer, tail
pieces, bends, cable from.complete in all respect
with following accessories.
Accessories
Supplying of tool kit comprising of one china
spanner set , one china screw wrench of 12" size,
one china insulated pliers 8" size and one china
screw driver set, grease gun, complete in all respect.
1
P.Set
1011
%o Cft
251
% Cft
494
% Cft
494
% Cft
Conditions.
1
3
21
2
6
3(d)
3
7
7
3
7
7
4
6
33+(i)
5
11
9(d)
6
11
18+31
Boundary Wall
Excavation in foundation of building etc; and other
structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1/1/2" to
2" gauge in foundation and plinth. (1:6:12)
Pucca brick work other than building up to 10'
height.
(In (1:5) c/s mortar.)
Pucca brick work other than building up to 10'
height.
(In (1:4) c/s mortar.)
1/1/2" thick D.P.C. of PCC (1:2:4) with two
coats of bitumen sand blinded complete.
1/2" thick cement plaster (1:4) upto 20' height.
Cement pointing struck joints in (1:2) c/s with
extra rate of red oxide pigment.
318
% Sft
2477
% Sft
1357
% Sft
7
8
25
30
13
9
10
1
2
3
4
5
3
7
Making and fixing steel grated doors complete with
locking arrangement, Angle Iron Frame 2"x2"x3/8"
and 3/4" Squar bass 4" c/c
Preparing surface and painting 3 coats to guard
bars, gates, grating etc; complete.
Earth Filling Lead upto 1 mile
#REF!
Sullage Carrier
Earthwork excavation in open cutting upto 5'-0" (1.5
m) depth for storm water channels, drains, sullage
drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect
existing works, shuttering and timbering the
trenches, dressed to designed level and dimensions,
trimming, removal of surface water from trenches,
back filling and surplus excavated material disposed
of and dressed within 50 ft. (15 m) lead:i) ordinary
Cement concrete brick or stone ballast 1½ " to 2"
6
3(d) (40 mm to 50 mm) gauge,
'in foundation and plinth. (1:7:20)
Pacca brick work in foundation and plinth in:7
4(I) i) cement, sand morter:Ratio 1:5
Cement plaster 1:4 upto 20' (6.00 mm) height:11
8(b)
b) ½" (13 mm) thick
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6 6(A)(ii)C fabrication and placing in position, etc.):(a)(ii) Reinforced cement concrete in slab of rafts /
strip foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in all
respects:(3) Type C (nominal mix 1: 2: 4)
60
P. Sft
120
% Sft
6250
%0 Cft
437
% Cft
525 P%o Cft
225
P% Cft
563
P% Cft
726
P% Sft
100
P.Cft
6
7
1
5
6
6
3
6
9(b)
5(f)
21
3
8
7
4
7
6
33
9
7
5(i)
2
3
15(i)
22
7
30
11
11
9(b)
15
10
15
Fabrication of mild steel reinforcement bar cage for
R.C.C. bored piles, including cutting, bending,
laying in position, welding and fastening, including
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of rust
from the bars):- (b) deformed bars
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate):
f) Ratio 1: 2: 4
Generator Room (12' x 12')
Excavation in foundation of building etc; and other
structure i/c re filling around structure & watering
and ramming lift upto 5' in ordinary soil.
Cement concrete brick or stone ballast 1½ " to 2"
(40 mm to 50 mm) gauge, in foundation and plinth:(d) Ratio 1: 6:12
Pacca brick work in foundation and plinth in cement
sand mortar
1/1/2" thick D.P.C. of PCC (1:2:4) with two
coats of bitumen sand blinded complete.
Pacca brick work in ground floor:- cement sand
mortar
Filling, watering and ramming earth under floors:i) with surplus earth from foundation, etc.
ii) with new earth excavated from outside,
lead upto one chain (30 m).
Supply and filling sand under floor are plugging in
well. (in trenches of all Sewers lines)
Cement plaster (1:4) upto 20' hight 1/2" thick
Providing and laying topping of cement concrete
1:2:
including surface finishing and dividing in panels:-
206
P% Kg
44
P% Cft
276
%o Cft
143.32
% Cft
192.62
% Cft
59.0625
% Sft
672.469
% Cft
236.496
%o Cft
67.5703
% Cft
636
% Sft
144
% Sft
4
6
16
6
6
25
24
25
25
12
10
11
17
25
14
11
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering
and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
6b©
fabrication and placing in position, etc.):(a) (i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:(3) (c) Type C (nominal mix 1: 2: 4)
110.813
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
9(b)
cost of binding wire and labour charges for binding
of steel reinforcement (also includes removal of
rust).
339.99
Making and fixing steel grated door with 1/16" thick
(1.5mm) sheeting, including angle iron frame
31 2"x2"x3/8 (50x50x10 mm) and ¾" (20 mm) square
bars 4" (100 mm) centre to centre, with locking
arrangement.
35
P/F steel windows with openable glazed panels
41
using beam section for frame concrete pad
32
viding and fixing M.S. flat ½"x1/8" (13mm x 3mm)
grill including ¾" x 1/8" (20 mmx3 mm) M.S. flat
54
frame, in windows of approved design, including
painting three coats, complete in all respects.
32
Cement pointing struck joints on walls upto 20'
18+31
hight
681
Single layer of tiles 9"x4½"x1½" (225x113x40 mm)
laid over 4"(100 mm) earth and 1" (25 mm) mud
plasterwithout Bhoosa, grouted with cement sand
31
1:3 on top of RCC roof slab, provided with 34 lbs.
per %Sft. or 1.72 Kg/Sq.m bitumen coating sand
blinded.
163
25 Whtie washing new surface :-3 coats
720
% Cft
% Kg.
P. Cft
P Cft
P Cft
% Sft
% Sft
% Sft
NOTE:i.
Any item not inculded in above and to be carried out at site will be paid according to MRS BIAnnual Period 1st August 2015 to 31 Jan 2016.
ii. Competent authority, reserves the right to reject the tender without asining any reasone.
iii. Any ommission or error there in shall be refferd for interpolation and decision to the competant
authority which well be final in this respect..
NOTE:i.
Any item not inculded in above and to be carried out at site will be paid according to MRS BIAnnual Period 1st August 2015 to 31 Jan 2016.
ii. Competent authority, reserves the right to reject the tender without asining any reasone.
iii. Any ommission or error there in shall be refferd for interpolation and decision to the competant
authority which well be final in this respect..
iv. Lowest contractor has to deposit performance security in the shape of deposit cal in the name of
undersigned if the rate quoated by him are less then the estimated amount, within 7-days after date of
opening tenders as per Finance notifaction No. RO(TECH) FD 1-2-2010 Dated 04.09.2012 at the
following rates, filling which the tenders will be rejected with out saving any notice, The amount of the
performance security will be equal to the diffrence of the estimated amount and the amount quoated by
the contractor.
v. Work would be completed as per shedule of progress/ bar chart.
vi. All new ammamdments , notifactions will be applicable on this bid.
vii. Conditions regarding design of civil structures, pumping machineries and generators will be read
as part of DNIT.
viii. All Quality tests performed of supplied to the Department during execution of the scheme.