Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Excavation
Drainage Work
Pipe Line Project
Eprocure
Opening Date17 May 2025
Closing Date30 May 2025
Tender Amount₹ 10,51,77,247
Technical
Technical
Financial
Bid Capacity
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The formula for bidding capacity is {[AxNx2]-B}, where A is the maximum turnover in construction works executed in any one year during the last five years, N is the number of years prescribed for completion of work for which bid has been invited, and B is the value of existing commitments and ongoing works to be completed during the period of completion of work for which bid has been invited.
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completing similar works in the last 7 years. The specific requirements are:
- Three similar completed works each costing not less than 40% of the estimated cost, - Two similar completed works each costing not less than 60% of the estimated cost, - One similar completed work each costing not less than 80% of the estimated cost. The experience required varies based on the nature of the work. The bidder must have experience in the specific type of work they are bidding for. Additionally, the bidder should have completed works with a gross value including the cost of materials supplied by the government/client, but excluding those supplied free of cost. The cost of work should be certified by an officer not below the rank of Executive Engineer/Project Manager or equivalent. The bidder is also required to provide information on similar nature of works completed during the last seven years, including the completion cost of the project. Mentioned values and percentages of similar works completed include:
- 40% of the estimated cost
- 60% of the estimated cost
- 80% of the estimated cost
- 25% of contract value of work, which the contractor shall submit an undertaking to invest during implementation of work.
Costs
EMD
₹ 21,42,800Document Cost
₹ 4,366Tender Fee
Refer Documents
Summary
Mohan Road Yojana Sthit Sector-5 Sthit Rp-13 Se Rp-328 Tak Prastawit 24.0 Mtr
Description
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Contact
Tender Id
2025_LDAUP_1040252_1Tender No
35/E-NIVIDA/CE/2025/6Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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Documents
MOHAN ROAD YOJANA STHIT SECTOR-5 STHIT RP-13 SE RP-328 TAK PRASTAWIT 24.0 MTR CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWAR, NALI EVAM PANI KI LINE DALNE KA KARYA.
MOHAN ROAD YOJANA STHIT SECTOR-5 STHIT RP-13 SE RP-328 TAK PRASTAWIT 24.0 MTR CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWAR, NALI EVAM PANI KI LINE DALNE KA KARYA.
BOQ Items
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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
1899.23
4185
7948277.55
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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
3165.38
4210
13326249.8
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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
12661.5
13
169664.1
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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.
633.08
10360
6558708.800000001
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.1 : 3 : 6 ( 1 Cement : 3 Coarse Sand (zone-III) : 6 graded stone aggregate 20mm)
367.18
5762
2115863.7346
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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-30 grade with
approved colour, design & pattern
3471.84
670
2326132.8000000003
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
469.85
590
277554.4905
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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.
56
2409
134941.52000000002
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
2812
162
458271.64
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TRENCH WORK
-
-
-
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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
1884.03
140
264178.6866
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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)
151.94
5381
817613.4504
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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.
6077.52
665
4044832.6608
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
1013
732
742002.24
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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
892.63
7508
6702142.7553
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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.
84085.75
71
6012131.125
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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge
5266.56
103
542929.6704000001
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HUME PIPE
-
-
-
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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.
864
209
180576
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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.
43.2
5149
222453.64800000002
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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
360
4394
1581908.4
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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 NP-2 pipes including bed concrete as per standard design : 1000 mm diameter NP-2 pipe (Both Sides)
360
3400
1224000
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Culvert
-
-
-
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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
656.64
140
92074.06079999999
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Extra for every additional lift of 1.5 m or part thereof in excavation I banking excavated or stacked materials. All Kinds of soil.
383.04
100
38369.1168
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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)
17.28
5381
92986.4448
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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.
672
665
447242.88
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
993.6
732
727792.128
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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
186.82
7508
1402702.4742
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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.
21998.06
71
1572861.29
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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge
1290.24
103
133010.8416
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SEWERAGE SYSTEM
-
-
-
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Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth
Pipes 300 mm to 600 mm diameter
825
209
172425
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Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 1.50 m to 3.00 m depth
Pipes 300 mm to 600 mm diameter
375
259
97312.5
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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 conforming.
250 mm. dia. DWC (SN8) Pipes
650
803
522275
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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 conforming.
300 mm. dia. DWC (SN8) Pipes
375
1209
453375
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Providing and laying in Position cement concrete of specified grade ecluding the cost of centering and shuttering- All Work up to plinth level : 1:5:10 (1 Cement :5 Coarse sand (zone-iii) derived from natural sources :10 graded stone aggregate 40mm nominal size derived from natural sources)
55.69
5149
286769.5291
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
20
19514
390280.4
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Extra depth for circular type manhole 1.22 m Internal dia (at bottom) beyond 2.30m
with common burnt clay F.P.S. (non modular) bricks of class deignation 7.5
6
7790
46740.479999999996
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Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
100
437
43740
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WATER SUPPLY SYSTEM
-
-
-
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Excavating for depth upto 1.5 m below ground level for laying sewers, gully pits, chambers, sump etc. in ordinary soil (earth sand , loam and clay) including cutting of joints pits ,trimming, dressing, leveling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.
up to 1.50 m depth
Pipe 300 mm to 600 mm diameter
1600
209
334400
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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329
150mm dia Ductile iron double flanged
800
2059
1647840.0000000002
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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329
200mm dia Ductile iron double flanged
800
2654
2123896
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Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1)
1
377174
377174.25
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Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :
150 mm dia pipes
133
152
20261.22
... More
Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :
200 mm dia pipes
133
221
29507.38
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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):
150mm diameter Class-II
5
5776
28882.25
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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):
200mm diameter Class-II
5
11551
57757.25
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
80mm dia nominal bore
500
1711
855660
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
50mm dia nominal bore
100
627
62741.99999999999
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
32mm dia nominal bore
100
346
34647
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
25mm dia nominal bore
100
280
28075
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
80mm nominal bore.
8
2057
16459.76
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
50mm nominal bore.
5
811
4055.05
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
32mm nominal bore.
5
544
2723.75
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
25mm nominal bore.
20
491
9833.4
... More
Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
50mm dia
5
4541
22706.399999999998
... More
Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
80mm dia
6
5524
33147.72
... More
Constructing brick masonry INSPECTION chamber 45x45x50 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including precast R.C.C. cover complete as per design. With FPS bricks
35
2288
80109.40000000001
... More
Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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
24
8580
205938.96000000002
... More
Drain
-
-
-
... More
Earth work in excavation
DSR-2.6.1
6626.25
140
929132.775
... More
P.C.C. (1:4:8)
DSR-4.18
213.75
5381
1150222.95
... More
R.C.C. Work (1:1.5:3)
RCC Pigmented Cover
DSR-5.1.2
1822.5
7145
13023074.700000001
... More
M.S. Work in R.C.C.
DSR-5.22.6
143066.25
71
10229236.875
... More
Shuttering Foundation
DSR-5.9.1
1050
309
325269
... More
Shuttering Walls
DSR-5.9.2
12000
665
7986480
... More
12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
1800
274
493469.99999999994
... More
12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
6000
274
1644899.9999999998
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