Lucknow Development Authority Tender
... More
The LDA has issued a formal invitation for competitive bids for the Lucknow Development Authority project, for Construction Of Road, Trench, Hume Pipe, Culvert, Sewerage And Drain On Proposed 9m, 12m And 18m in Lucknow, Uttar Pradesh, with an estimated contract value of Rs. 12,00,68,077. The bid opening date for this tender is 23-05-2025 and the last date for bid submission is 12-06-2025. Interested bidders for Lucknow Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Lucknow Development Authority - LDA Tender
Bridge Construction
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date23 May 2025
Closing Soon12 Jun 2025
Tender Amount₹ 12,00,68,077
Costs
EMD
₹ 24,01,400Document Cost
₹ 4,366Tender Fee
Refer Documents
Summary
Construction Of Road, Trench, Hume Pipe, Culvert, Sewerage And Drain On Proposed 9m, 12m And 18m
Description
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Contact
Tender Id
2025_LDAUP_1042146_1Tender No
35/E-NIVIDA/CE/2025/5Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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Documents
ANANT NAGAR AWASIYA YOJANA (MOHAN ROAD) KE ANTARGAT SECTOR-5 ME PRASTAWIT 9M, 12M EVAM 18M CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWERAGE EVAM DRAIN KA NIRMAN KARYA. (PART-A)
ANANT NAGAR AWASIYA YOJANA (MOHAN ROAD) KE ANTARGAT SECTOR-5 ME PRASTAWIT 9M, 12M EVAM 18M CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWERAGE EVAM DRAIN KA NIRMAN KARYA. (PART-A)
BOQ Items
... More
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1732.39
4185
-
... More
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density
1732.39
4210
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
6929.55
13
-
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 as per MoRT&H specification clause No. 505 complete in all respects.
346.48
10360
-
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern
4619.7
826
-
... More
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
102
2409
-
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Providing, laying and making kerb channel 30 cm wide and 50 mm
thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded
stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated
and grouted with fine sand, including finishing the top smooth etc.
complete and as per direction of Engineer-in-charge.
461.97
441
-
... More
Providing and laying at or near ground level factory made kerb stone
of M-25 grade cement concrete in position to the required line, level
and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without grooves (thickness of
joints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone shall be approved
by Engineer-in-charge).
207.89
7992
-
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12.0 Mtr Road
-
-
-
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5 m.
All kind of soil.
2352.25
26
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 301.5 (Including Costing Of Earth)
601.04
168
-
... More
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
352.84
4185
-
... More
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density
424.38
4210
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
1697.5
13
-
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 as per MoRT&H specification clause No. 505 complete in all respects.
84.88
10360
-
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern
654.75
826
-
... More
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
16
2409
-
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18.0 Mtr Road
-
-
-
... More
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5 m.
All kind of soil.
4365
26
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 301.5 (Including Costing Of Earth)
1115.33
168
-
... More
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
473.85
4185
-
... More
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density
636.56
4210
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
2546.25
13
-
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 as per MoRT&H specification clause No. 505 complete in all respects.
127.31
10360
-
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern
919.08
826
-
... More
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
16
2409
-
... More
TRENCH WORK 9.0 Mtr (Both Side)
-
-
-
... More
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil
1120.55
140
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
58.36
5670
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4785.68
665
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
350.17
732
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
420.21
7508
-
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
26719.05
71
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
2731.35
136
-
... More
TRENCH WORK 9.0 Mtr (Single Side)
-
-
-
... More
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil
918.03
140
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
47.81
5670
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
3920.75
665
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
286.88
732
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
344.26
7508
-
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
21619.53
71
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
2461.46
136
-
... More
TRENCH WORK 12.0 Mtr (Single Side)
-
-
-
... More
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil
849
140
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
1:4:8 (1 Cement : 4 coarse sand derived from
natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources)
53
5381
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1940
665
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
873
732
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
276
7508
-
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
15166
71
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
757
136
-
... More
TRENCH WORK 18.0 Mtr (Single Side)
-
-
-
... More
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil
632.93
140
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
43.65
5670
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1746
665
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
2546.25
732
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
256.45
7508
-
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
16105.06
71
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
1891.5
136
-
... More
HUME PIPE 9.0 Mtr
-
-
-
... More
Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits,chambers,sumps etc. in ordinary soil (earth sand,loam and clay) including dressing,leveling,refilling of trenches in 20 cm. layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50m. from the centre of trences.
2126.25
209
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
1000 mm. dia.
73.71
5149
-
... More
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 : 450 mm dia R.C.C. pipe
1134
1280
-
... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of NP-2 pipes including bed concrete as per standard design : 450 mm diameter NP-2 pipe (Both Sides)
1134
1539
-
... More
HUME PIPE 12.0 Mtr
-
-
-
... More
Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits,chambers,sumps etc. in ordinary soil (earth sand,loam and clay) including dressing,leveling,refilling of trenches in 20 cm. layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50m. from the centre of trences.
345.6
209
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
1000 mm. dia.
17.28
5149
-
... More
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 : 1000 mm dia. R.C.C. pipe
144
4394
-
... More
HUME PIPE 18.0 Mtr
-
-
-
... More
Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits,chambers,sumps etc. in ordinary soil (earth sand,loam and clay) including dressing,leveling,refilling of trenches in 20 cm. layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50m. from the centre of trences.
172.8
209
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
1000 mm. dia.
8.64
5149
-
... More
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 : 1000 mm dia. R.C.C. pipe
72
4394
-
... More
CULVERT 18.0 Mtr
-
-
-
... More
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kind of soil
492.48
140
-
... More
Extra for every additional lift of 1.5 m or part thereof in excavation I
banking excavated or stacked materials All kind of soil
287.28
100
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
12.96
5381
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
504
665
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
745.2
732
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M25 grade with minimum cement
content of 330 kg /cum
140.12
7508
-
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
10999.42
71
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
898.56
136
-
... More
DRAIN
-
-
-
... More
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 upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of soil
4840.74
140
-
... More
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
406.56
5381
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1656.9
7145
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more.
130066.65
71
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
809.96
309
-
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
11240
665
-
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12 mm cement plaster 1:4 (1 cement : 4 coarse sand)
7442.41
282
-
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SEWERAGE
-
-
-
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends.
The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
100
2717
-
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 : Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
3740
278
-
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete.
Depth not exceeding 1.5m.
2772
110
-
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete.
Depth exceeding 1.5m. but not exceeding 3.0m.
451.5
122
-
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete.
Depth exceeding 3.0m. but not exceeding 4.5m.
10.5
149
-
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Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured @ 5% of item no. 3).
23.1
1336
-
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Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for Non- Pressure drainage and sewerage –Specification including jointing with seal ring complete as per instruction of Engineer-in-charge.
150 mm. dia. DWC (SN8) Pipes
1640
348
-
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Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for Non- Pressure drainage and sewerage –Specification including jointing with seal ring complete as per instruction of Engineer-in-charge.
250 mm. dia. DWC (SN8) Pipes
2100
803
-
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Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing.
900mm dia, 0.0-1.5m depths
90
20253
-
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Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing.
1200mm dia, 0.0-3.00m depths
50
58925
-
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Addition or substraction due to variation in shaft for following sizes of manholes.
900mm dia, 0.0-1.5m depths
22.5
10702
-
... More
Addition or substraction due to variation in shaft for following sizes of manholes.
1200mm dia, 0.0-3.005m depths
25
21716
-
... More
Providing and laying in bedding below pipe cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size derived from natural sources) 100 mm thick
94.5
5381
-
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Providing and laying cement concrete 1:5:10 ( 1 Cement : 5 Coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of pipes including bed concrete as per standard design.
250 mm diameter pipe
2100
803
-
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
164
8580
-
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