Haryana Urban Development Authority Tender
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Costs
EMD
₹ 6,87,580Document Cost
₹ 3,000Tender Fee
₹ 1,180
Summary
Work Of Supply Laying Compacting And Consolidation Of Earth Gsb Wmm Dbm And Bc And Providing And Laying Of D I Water Supply Pipe Line S W Pipe Sewerage Line Rcc Pipe Strom Water Drain Line Including Construction Of Manholes And Lamp Holes Fo
Description
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Contact
Tender Id
2025_HBC_427058_1Tender No
2025A17097FF B009 4444 9721 A6F94DAD6EF9266HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
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17.6// Construction of Embankment with Material
obtained from Borrow pits NA Construction of Embankment CBR 8% (for new
road/ raising/ berms/ etc.) with approved material obtained from borrow pits,
including compensation of earth with all lead and lift transporting to site,
spreading, grading to required slope and compacting to meet requirement of
table 300-2, as per technical clause 305 of MORT&H specifications.
6568.55
184
1208613.2
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17.15.2// Granular Sub-Base with Coarse Graded
Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material,
spreading in uniform layers with motor grader on prepared surface, mixing by
mix in place method with Rotavator at OMC, and compacting with vibratory
roller to achieve the desired density, complete as per clause 401.of MORTandH
specifications 2. Grading II material
1746.36
1044
1823199.84
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17.24// Wet Mix Macadam Providing, laying,
spreading and compacting graded stone aggregate to wet mix macadam
specification including premixing the Material with water at OMC in mechanical
mix plant carriage of mixed Material by tipper to site, laying in uniform layers
with paver in sub- base / base course on well prepared surface and compacting
with vibratory roller to achieve the desired density as per technical clause 406
of MORT&H specifications
2182.95
1174
2562783.3
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17.25.1// Prime Coat @ 0.85kg per sqm 1. Prime
Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen
emulsion on prepared surface of granular Base including clearing of road
surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means
as per technical clause 503 of MORT&H specifications
Applied Note:
3. The through rates of road items are based on the rates of bitumen from Panipat
Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through
rates for each road work will be worked out based on the rate of the bitumen on
that date and overall lead of quarry materials from nearest quarry from shortest
route.
8422.8
47
403030.98
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17.26.2// Tack Coat 2. Providing and applying tack
coat with penetration grade bitumen VG - 10 using bitumen pressure distributor
at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface
cleaned with mechanical broom as per technical clause 503 of MORT&H
specifications
Applied Note:
3. The through rates of road items are based on the rates of bitumen from Panipat
Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through
rates for each road work will be worked out based on the rate of the bitumen on
that date and overall lead of quarry materials from nearest quarry from shortest
route.
8422.8
18
156664.08
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17.30.2// Dense Graded Bituminous Macadam with
Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm
thickness (Grading II) Providing and laying 50mm - 75 mm dense graded
bituminous macadam with 100-120 TPH batch type HMP producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and
filler, transporting the hot mix to work site, laying with a hydrostatic paver
finisher with sensor control to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction complete, as per technical clause No. 505 of MORT&H
specifications Note-If bitumen required is more than 4.5% as per job mix
formula, no extra payment will be paid. Extra bitumen required will be
considered as incidental to work.
Applied Note:
3. The through rates of road items are based on the rates of bitumen from Panipat
Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through
rates for each road work will be worked out based on the rate of the bitumen on
that date and overall lead of quarry materials from nearest quarry from shortest
route.
421.14
7692
3239598.39
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17.31.2// Bituminous Concrete with Batch type HMP
2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120
TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete
with 100-120 TPH batch type hot mix plant producing an average output of 75
tonnes per hour using crushed aggregates of specified grading, premixed with
bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the
hot mix to work site, laying with a hydrostatic paver finisher with sensor control
to the required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction complete as per
technical clause 507 of per MORTH specifications Note-If bitumen required is
more than 5.4% as per job mix formula, no extra payment will be paid. Extra
bitumen required will be considered as incidental to work.
Applied Note:
3. The through rates of road items are based on the rates of bitumen from Panipat
Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through
rates for each road work will be worked out based on the rate of the bitumen on
that date and overall lead of quarry materials from nearest quarry from shortest
route.
252.68
9243
2335634.02
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34.2.1// Cast in Situ Cement Concrete M 20 Kerb
with Channel
Construction of cement concrete kerb with channel with top and bottom width
115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade
foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20
grade, sloped towards the kerb, kerb stone with channel laid with kerb laying
machine, foundation concrete laid manually, all complete as per clause 408 1.
Using Concrete Mixer
2060
387
797220
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34.15.1// Advance Direction signboard 1200x1800
square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956
09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite
material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on
both sided and fixing the same with suitable size aluminium alloy rivets @ 200
mm c/c to back support frame of 25x25x3mm angle iron supported on a square
hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of
definition plate firmly fixed to ground in foundation concrete M-25 of size
0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH
specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-
2012 for retro reflective sheeting and a certified copy of test reports from an
independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using
retro reflective Sheeting Class C as per IRC 67 2012
8
18966
151728
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34.26// Road Marking with Hot Applied
Thermoplastic Compound with Reflectorising Glass Beads on Bituminous
Surface Providing and laying of hot applied thermoplastic compound 2.5 mm
thick including Reflectorising glass beads @ 250 gms per sqm area, thickness
of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The
finished surface to be level, uniform and free from streaks and holes
412
542
223304
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4.14.1// 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 up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1.
All kinds of soil.
66.2
83
5494.6
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11.8.1// 12 mm cement plaster of mix : 1. 1:4 (1
cement: 4 coarse sand)
55.35
114
6309.9
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11.14// 15 mm cement plaster 1:3 (1 cement: 3
coarse sand) finished with a floating coat of neat cement on the rough side of
single or half brick wall.
72.25
176
12716
... More
7.21.1// Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement
mortar 1:4 (1 cement : 4 coarse sand)
29.3
4128
120950.4
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22.88.1// Providing and fixing G.I. pipes complete
with G.I. fittings and clamps, i/c cutting and making good the walls etc.
Internal work - Exposed on wall 1. 15 mm dia nominal bore
1688
171
288648
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22.162.1.1.// Providing and fixing C.I. sluice valves
(with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) : 1.1. 100 mm diameter
Class I
5
5044
25220
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6.1.4.// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse
sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
3.55
2911
10334.05
... More
6.14.1// 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. 1:1.5:3 (1 cement :
1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
3.35
4374
14652.9
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6.30.3// Centering and shuttering including strutting,
propping etc. and removal of form for 3. Suspended floors, roofs, landings,
balconies and access platform
26.2
208
5449.6
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20.11.2// Providing and fixing cast iron double
flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312
including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638
etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete
in all respect to the satisfaction of Engineer-in-charge 2. 100 mm i/d
4
3426
13704
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20.14.3// Providing and fixing cast iron double air
valves of size given below marked with IS: 14845 including carriage, loading,
unloading stacking, handling, re-handling etc., drilling, tapping, screwing in
valves connections complete in all respects to the satisfaction of Engineer-incharge. (Rate is same for 65mm/80mm/100 i/d pipes) 3. 100 mm i/d
5
2534
12670
... More
20.63.2// `Providing, lowering, laying in trenches,
aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade
SandS pipes as per 15:8329-2000 (amended up to date), with internal cement
mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:
5382-1985 (excluding special accessories) complete including all material,
labour, hydraulic testing and commissioning as per Technical Specifications
and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 2. 150 mm i/d
Applied Note:
2. The rates for stringing out cast iron, A.C., P.V.C. and hume pipes and their
specials etc. provided under this chapter which are in the wider sense labour
rates in case of which the material is generally issued to the constructions free of
cost from the stores of the engineer-in-charge or the nearest Railway station
include the carriage of material within a radious of 5 Km of the site of works.
20
1867
37354
... More
20.64.1// Providing, lowering, laying in trenches,
aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade
SandS pipes as per IS:8329-2000 (amended up to date), with internal cement
mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:
5382-1985 (excluding special accessories) complete including all material,
labour, hydraulic testing and commissioning as per Technical Specifications
and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d
Applied Note:
000
3385
1147
3883272
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20.68.1// Providing, lowering, laying in trenches,
aligning, fixing in position and jointing at all level/depths Ductile Iron (DI)
standard specials plain /flanged/ socketed confirming to IS9523-2000 with
rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in
trenches in DI pipe line complete including all material, labour, testing and
commissioning along with pipe line as per Technical Specifications and as per
direction of Engineer. 1. Up to 300mm dia
8512.5
64
544800
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4.16.1.2// Excavating trenches of required width and
depth for pipes, cables, etc including excavation for sockets, and dressing of
sides, ramming of bottoms, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil
Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia.
3405
64
217920
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6.33.3// Steel reinforcement for R.C.C. work, where
not included in the complete rate of RCC, including straightening, cutting,
bending, placing in position, binding, wastage, overlaps, welded joints, spacer
bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect
below plinth level Note: Reinforcement shall be measured in length including
hooks, if any, separately for different diameters as actually used in work ,
excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars,
chairs, stays, hangers and annealed steel wire or other methods of binding &
placing shall not be measured and cost of these items shall be deemed to be
included in the rates for reinforcement. 3. Cold twisted bars
301.5
68
20502
... More
4.12.1// Earth work in excavation by mechanical
means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by
Engineer-in-charge. 1. All kinds of soil
654.62
78
51060.36
... More
4.14.1// 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 up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1.
All kinds of soil.
385.27
83
31977.41
... More
21.28// Providing and fixing steel bar embedded
plastic steps of size 263mm x 165mm of orange colour, confirming to
specification in pump chambers, manholes etc., having minimum 3mm thick
polypropylene polymer confirming to is:10910 encapsulated on 12mm dia
ribbed steel bars per IS :1786. The rate include cost of setting the same to
correct lines and levels duly embedded in 1:2:4 cement concrete including
carriage, loading, uploading, stacking, handling, re-handling etc., complete in all
respect to the satisfaction of Engineer-in-charge
282
298
84036
... More
21.43// Extra over the rate laid down in this schedule
for cement concrete work more making and finishing benching and complicated
floor work in manholes, including formation of channels and bulldozing and
smooth finishing the surface accurately to template.
232.7
160
37232
... More
11.5.1// 12 mm cement plaster of mix : 1. 1:2 (1
cement: 2 fine sand)
930.78
139
129378.42
... More
11.8.1// 12 mm cement plaster of mix : 1. 1:4 (1
cement: 4 coarse sand)
685.26
114
78119.64
... More
11.9.1// 15 mm cement plaster on rough side of
single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)
947.52
139
131705.28
... More
11.52// Cement rendering on plaster 1 mm thick
930.78
28
26061.84
... More
10.100.2// Cement Concrete 1:8:16 Flooring 2.
Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and
plinth.
107.9
1863
201017.7
... More
7.20.1// Brick work with common burnt clay modular
bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar
1:4 (1 cement : 4 coarse sand)
303.55
4287
1301318.85
... More
7.21.1// Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement
mortar 1:4 (1 cement : 4 coarse sand)
188.09
4128
776435.52
... More
21.93.1// Providing and fixing SFRC MANHOLE
COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same
to correct lines and levels in 1:3 cement sand mortar over manhole including
carriage loading unloading stacking handling re-handling etc. complete in all
respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy
Duty Set (EHD-35) 560MM Clear Opening
94
1155
108570
... More
21.93.3// Providing and fixing SFRC MANHOLE
COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same
to correct lines and levels in 1:3 cement sand mortar over manhole including
carriage loading unloading stacking handling re-handling etc. complete in all
respects to the satisfaction to the Engineer-in-charge. 3. Type:- Extra Heavy
Duty Set (EHD-10) 560MM Clear Opening
281
772
216932
... More
21.94.3// Providing salt glazed stone ware pipes
grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their
lowering, cutting, jointing and testing as described in item No. 21.38, 21.39,
item 21.40 including the cost of jointing materials as well as carriage, loading,
unloading, stacking, handling, re-handling etc. complete in all respects to the
satisfaction of Engineer-in-charge. 3. 200mm i/d
2315
238
550970
... More
22.222.1// Providing and fixing in position singel
socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C
manufacture or of any other reputed firm including cutting, jointing, wastage, but
excluding cost of jointing. 1.1. Single Socket Type A
160mm o/d SWR UPVC pipe lines laid complete
3648
447
1630656
... More
6.1.2// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse
sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
26.76
3476
93017.76
... More
6.1.3// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse
sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
117.36
3426
402068.51
... More
6.1.4// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse
sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
48.57
2911
141387.27
... More
6.1.7// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse
sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
402.92
2192
883200.64
... More
6.14.1// 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. 1:1.5:3 (1 cement :
1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
114.05
4374
498854.7
... More
6.30.3// Centering and shuttering including strutting,
propping etc. and removal of form for 3. Suspended floors, roofs, landings,
balconies and access platform
240.57
208
50038.56
... More
20.91// Providing and Lowering 225 mm outer dia
UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992
complete in all respect as per directions of Engineer-in-charge
665
1264
840560
... More
4.16.1.2// Excavating trenches of required width and
depth for pipes, cables, etc including excavation for sockets, and dressing of
sides, ramming of bottoms, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil
Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia.
6628
64
424192
... More
6.33.3// Steel reinforcement for R.C.C. work, where
not included in the complete rate of RCC, including straightening, cutting,
bending, placing in position, binding, wastage, overlaps, welded joints, spacer
bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect
below plinth level Note: Reinforcement shall be measured in length including
hooks, if any, separately for different diameters as actually used in work ,
excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars,
chairs, stays, hangers and annealed steel wire or other methods of binding &
placing shall not be measured and cost of these items shall be deemed to be
included in the rates for reinforcement. 3. Cold twisted bars
11507.64
68
782519.52
... More
4.14.1// 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 up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1.
All kinds of soil.
405.76
83
33678.08
... More
21.28// Providing and fixing steel bar embedded
plastic steps of size 263mm x 165mm of orange colour, confirming to
specification in pump chambers, manholes etc., having minimum 3mm thick
polypropylene polymer confirming to is:10910 encapsulated on 12mm dia
ribbed steel bars per IS :1786. The rate include cost of setting the same to
correct lines and levels duly embedded in 1:2:4 cement concrete including
carriage, loading, uploading, stacking, handling, re-handling etc., complete in all
respect to the satisfaction of Engineer-in-charge
297
298
88506
... More
11.8.1// 12 mm cement plaster of mix : 1. 1:4 (1
cement: 4 coarse sand)
360.86
114
41138.04
... More
11.9.1// 15 mm cement plaster on rough side of
single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)
498.96
139
69355.44
... More
7.21.1// Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement
mortar 1:4 (1 cement : 4 coarse sand)
198.1
4128
817756.8
... More
22.168.3// Providing and laying non-pressure NP2
class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete : 3. 250 mm dia. R.C.C. pipe
455
463
210665
... More
21.87.1.1// Constructing brick masonry road gully
chambers as per standard drawings (as per sizes given below) including
dressing of beds and sides of chambers to exact profiles, 15cm thick lime
concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class
brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4
topping inside the chamber with a floating coat of 1.5mm thick neat cement laid
in one operation to the topping, the entire inner surface of the chamber
rendered with neat cement not less than 12mm in thickness of 1:2 cement sand
plaster and finished with floating coat of neat cement 1 mm thick left absolutely
smooth polished and correct to templates including labour for fixing the C.I.
road gully grating and frame including painting with coal tar (as Specified in item
No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1.
Single road gully chamber - Size: 610mm x 457mm x 800mm
57
3237
184509
... More
21.87.2.1// Constructing brick masonry road gully
chambers as per standard drawings (as per sizes given below) including
dressing of beds and sides of chambers to exact profiles, 15cm thick lime
concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class
brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4
topping inside the chamber with a floating coat of 1.5mm thick neat cement laid
in one operation to the topping, the entire inner surface of the chamber
rendered with neat cement not less than 12mm in thickness of 1:2 cement sand
plaster and finished with floating coat of neat cement 1 mm thick left absolutely
smooth polished and correct to templates including labour for fixing the C.I.
road gully grating and frame including painting with coal tar (as Specified in item
No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1.
Double Road Gully Chamber - Size 1448mm x 457mm x 800mm
16
5338
85408
... More
21.95.2// Providing lowering cutting jointing and
testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints
manufactured with ISI marked sulphate resistance cement as per ISI 12330
with rubber rings ISI marked antiternmite as required at site in to trenches for all
depths and laying out the same to correct alignment gradients and levels
including dressing and trimming and cutting of concrete beds and side of
trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2
cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar
and finishing the joints at an angle of 45 degree with faces of spigot of socket
joints cutting and finishing the cut surface to a uniform finish etc. as fully
described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including
cartage loading and unloading complete in all respects. the internal diametric of
the sewer being: 2. 400 mm
2715
1438
3904170
... More
6.1.4// Providing and laying in position cement
concrete of specified grade excluding the cost of centering and shuttering - All
work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse
sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
62.44
2911
181762.84
... More
6.14.1// 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. 1:1.5:3 (1 cement :
1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
41.1
4374
179771.4
... More
6.30.3// Centering and shuttering including strutting,
propping etc. and removal of form for 3. Suspended floors, roofs, landings,
balconies and access platform
253.36
208
52698.88
... More
4.16.1.3// Excavating trenches of required width and
depth for pipes, cables, etc including excavation for sockets, and dressing of
sides, ramming of bottoms, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil
Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia.
2715
131
355665
... More
6.33.3// Steel reinforcement for R.C.C. work, where
not included in the complete rate of RCC, including straightening, cutting,
bending, placing in position, binding, wastage, overlaps, welded joints, spacer
bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect
below plinth level Note: Reinforcement shall be measured in length including
hooks, if any, separately for different diameters as actually used in work ,
excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars,
chairs, stays, hangers and annealed steel wire or other methods of binding &
placing shall not be measured and cost of these items shall be deemed to be
included in the rates for reinforcement. 3. Cold twisted bars
5075.39
68
345126.52
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