Lucknow Development Authority Tender
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The LDA has issued a formal invitation for competitive bids for the Lucknow Development Authority project, for Mohan Road Yojana Sthit Sector-5 Me Rp-296 Se Rp-311 Tak Prastavit 18.0 Mtr Chauri in Lucknow, Uttar Pradesh, with an estimated contract value of Rs. 5,22,14,134. The bid opening date for this tender is 17-05-2025 and the last date for bid submission is 09-06-2025. 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
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 5,22,14,134
Technical
Technical
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. The cost of work should be certified by an officer not below the rank of Executive Engineer/Project Manager or equivalent. Additionally, the bidder's maximum turnover in construction works executed in any one year during the last five years will be considered for calculating the bidding capacity. The bidding capacity of the bidder should be equal to or more than the estimated cost of the work. The bidder should also demonstrate access to liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for, and the bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to tender. The contractor shall submit an undertaking to invest 25% of contract value of work during implementation of work.
Costs
EMD
₹ 10,44,300Document Cost
₹ 4,366Tender Fee
Refer Documents
Summary
Mohan Road Yojana Sthit Sector-5 Me Rp-296 Se Rp-311 Tak Prastavit 18.0 Mtr Chauri
Description
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Contact
Tender Id
2025_LDAUP_1040258_1Tender No
35/E-NIVIDA/CE/2025/13Tender 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 ME RP-296 SE RP-311 TAK PRASTAVIT 18.0 MTR CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWAR, NALI EVAM PANI KI LINE DALNE KA KARYA.
MOHAN ROAD YOJANA STHIT SECTOR-5 ME RP-296 SE RP-311 TAK PRASTAVIT 18.0 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
603.23
4185
2524517.5500000003
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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
1005.38
4210
4232649.8
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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
4021.5
13
53888.1
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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.
201.08
10360
2083188.8
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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)
145.16
5762
836480.1452
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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
1451.57
670
972551.8999999999
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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.
214.35
590
126622.9755
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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.
26
2409
62651.42
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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.
1914
162
311924.58
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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
999.63
140
140168.1186
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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)
68.94
5381
370977.1704
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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.
2757.6
665
1835293.1039999998
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
3217.2
732
2356534.656
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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
405.02
7508
3041015.7162
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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.
38152.88
71
2727930.92
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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
2389.92
103
246376.85280000002
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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.
388.8
209
81259.2
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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.
19.44
5149
100104.14160000002
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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
162
4394
711858.7799999999
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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)
162
3400
550800
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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
492.48
140
69055.5456
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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.
287.28
100
28776.8376
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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)
12.96
5381
69739.8336
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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.
504
665
335432.16
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
745.2
732
545844.096
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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
140.11
7508
1051989.3141
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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.
16497.95
71
1179603.425
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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
967.68
103
99758.1312
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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
400
209
83600
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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
400
259
103800
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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. 3.00 m to 4.50 m depth
Pipes 300 mm to 600 mm diameter
350
325
113925
... More
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.
600 mm. dia. DWC (SN8) Pipes
400
10500
4200000
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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)
70
5149
360457.30000000005
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Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56m 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 mix (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 0.91 m deep with S.F.R.C. 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 12mm 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
10
41843
418431.1
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 0.91 m to 1.67 m
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
17988
89943.5
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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.
250
437
109350
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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
800
209
167200
... More
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
400
2059
823920.0000000001
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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
400
2654
1061948
... More
Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1)
1
188587
188587.12
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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
67
152
10206.78
... 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
67
221
14864.62
... More
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
4
5776
23105.8
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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
4
11551
46205.8
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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
150
1711
256698
... 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.
50mm dia nominal bore
40
627
25096.8
... 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
40
346
13858.800000000001
... 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
40
280
11230
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
80mm nominal bore.
4
2057
8229.88
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
50mm nominal bore.
4
811
3244.04
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
32mm nominal bore.
4
544
2179
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
25mm nominal bore.
10
491
4916.7
... 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
2
4541
9082.56
... 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
2
5524
11049.24
... 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
20
2288
45776.8
... 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
14
8580
120131.06000000001
... More
Drain
-
-
-
... More
Earth work in excavation
DSR-2.6.1
3092.25
140
433595.295
... More
P.C.C. (1:4:8)
DSR-4.18
99.75
5381
536770.71
... More
R.C.C. Work (1:1.5:3)
RCC Pigmented Cover
DSR-5.1.2
850.5
7145
6077434.86
... More
M.S. Work in R.C.C.
DSR-5.22.6
66764.25
71
4773643.875
... More
Shuttering Foundation
DSR-5.9.1
490
309
151792.19999999998
... More
Shuttering Walls
DSR-5.9.2
5600
665
3727024
... More
12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
840
274
230285.99999999997
... More
12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
2800
274
767619.9999999999
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