Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 May 2025
Closing Date12 Jun 2025
Tender Amount₹ 4,23,72,576
AI Insights
Technical
Technical
Financial
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is 'Category A'.
Bid Capacity
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The formula for bid 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 on-going 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 having completed similar works in the last 7 years. The experience requirements are as follows:
- 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 bidder should have satisfactorily completed these similar works. The cost of work shall mean the gross value of the completed work, including the cost of material supplied by the Government/client, but excluding those supplied free of cost. Additionally, the bidder should have completed eligible similar works with a minimum average annual turnover of 40% of the estimated cost during the last five consecutive years. The bidder should not have incurred any loss in more than two years during the last five consecutive years. 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. The bidder should be able to invest a minimum cash up to 25% of the contract value of work during implementation. The bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to tender. The bidder should upload a list of eligible similar nature of works completed during the last seven years, with a certified copy of the tax deducted at source certificate (TDS) if private works are shown in support of eligibility. The value of similar works completed is required to be mentioned, and the bidder is required to submit a list of eligible similar nature of works completed during the last seven years, which may include the value of the works completed. The bidder should have prior work experience in Civil Engineering construction. The bidder is required to provide information on the total value of Civil Engineering construction work performed in the last five years, work performed as a prime contractor or as a nominated sub-contractor, and the value of contracts completed with a stipulated period of completion and actual date of completion. The bidder is also required to provide information on the amount of works remaining to be completed with an anticipated date of completion, and existing commitments and ongoing works, including the value of contracts, stipulated period of completion, and value of works remaining to be completed. The required prior work experience for the bidder is listed, which mentions "List of eligible similar nature of works completed during the last seven years previous day to last date of submission of bid". This indicates that the bidder should have completed similar works in the last seven years. The bidding capacity is calculated using the formula: Bidding Capacity (Rs.) = {[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, and B is the value of existing commitments and ongoing works to be completed during the period of completion of the work. The bidder should provide a certificate from a Chartered Accountant (CA) for the financial year prior to the closing of the last financial year. The bidder is required to have completed works of a similar nature over the last five years. The bidder's experience will be considered based on the value of works completed. The bidder is required to provide information on the value of contracts completed, and the amount of works remaining to be completed. In terms of percentage, the bidder should have completed works with a minimum average annual turnover of 40% of the estimated cost. The bidder should demonstrate access to liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for. The bidder should be able to invest a minimum cash up to 25% of the contract value of work during implementation. The bidder should have completed similar works with costs not less than 40%, 60%, and 80% of the estimated cost. The bidder should provide information on the value of contracts completed, and the amount of works remaining to be completed. The bidder should have prior work experience in Civil Engineering construction, with a minimum average annual turnover of 40% of the estimated cost. The bidder should demonstrate access to liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for. The bidder should be able to invest a minimum cash up to 25% of the contract value of work during implementation. The required prior work experience for the bidder includes having completed similar works in the last 7 years, with specific requirements for different types of work. The bidder should have completed eligible similar works with a minimum average annual turnover of 40% of the estimated cost during the last five consecutive years. The bidder should not have incurred any loss in more than two years during the last five consecutive years. 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. The bidder should be able to invest a
Costs
EMD
₹ 8,47,500Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1043301_1Tender No
35/E-NIVIDA/CE/2025/17Tender 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-4 ME STHIT-4/GH-010 SE 4/GH-13 TAK PRASTAWIT 18M CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, SEWERAGE EVAM DRAIN KA NIRMAN KARYA. (PART-B)
ANANT NAGAR AWASIYA YOJANA (MOHAN ROAD) KE ANTARGAT SECTOR-4 ME STHIT-4/GH-010 SE 4/GH-13 TAK PRASTAWIT 18M CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, SEWERAGE EVAM DRAIN KA NIRMAN KARYA. (PART-B)
BOQ Items
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of
surplus earthwith lead upto 50 metres.
8802
172
-
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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
1048.17
4185
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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
1283.63
4210
-
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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
2310
13
-
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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.
115.5
10360
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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-35 grade with
approved colour, design & pattern
1853.31
826
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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.
32
2409
-
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TRENCH WORK
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-
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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
1276.29
140
-
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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. 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
88.02
5670
-
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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.
3520.8
665
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
1613.7
732
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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
517.12
7508
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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.
32475.14
71
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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
3814.2
136
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HUME PIPE
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-
-
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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.
907.2
209
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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.
45.36
5149
-
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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
378
4394
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DRAIN
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-
-
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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 for all lift, as directed by Engineer-in-charge. All kind of soil
2259.18
140
-
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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)
122.25
5381
-
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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)
660.15
7145
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
51821.77
71
-
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
293.4
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
4694.4
665
-
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12 mm cement plaster 1:4 (1 cement : 4 coarse sand)
2640
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
300
278
-
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete.
Depth not exceeding 1.5m.
320
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.
75
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.
4
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).
3.95
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
80
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
220
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
10
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
5
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
2
10702
-
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Addition or substraction due to variation in shaft for following sizes of manholes.
1200mm dia, 0.0-3.005m depths
1
21716
-
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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
9.9
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
220
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
8
8580
-
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