Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date7 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 8,12,23,292
AI Insights
Technical
Technical
Financial
Bid Capacity
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Bidding Capacity (Rs.) = {[AxNx2]-B} Where, A= Maximum turnover in construction works executed in any one year during the last five years taking into account the completed as well as works in progress. The value of completed works shall be brought to current costing level by enhancing at a simple rate of 10% per annum. N= Number of years prescribed for completion of work for which bid has been invited. B= Value of existing commitments and on-going works to be completed during the period of completion of work for which bid has been invited. Alternatively, Bidding Capacity = {[AxNxM]-B} Where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 10 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.0 B = Value, at the current price level, of existing commitments and on-going works to be completed during the next 1.5 years (period of completion of the works for which bids are invited).
Technical Capacity
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The required prior work experience for the bidder varies depending on the nature of work. The bidder should have completed similar nature of works during the last seven 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. For different types of work, the required experience is:
1. Bituminous Road work, Resurfaceing work: Experience in Bituminous Road Work Only.
2. Building Construction/ Multistory Building Construction: Experience in building / Multistory building construction only.
3A. Sewer and water supply/ OHT Construction: Experience in any such similar work (Registered Contractor of Jal Nigam will also be eligible for participation).
3B. Sewer Cleaning: Experience in such work only.
4. Survey work- Topographical survey, level, contouring etc.: Experience in such survey work only.
5A. C.C. Road work, RCC Drain, RCC Retaining Wall. RCC Divider, Culvert: Experience in any such similar work.
5B. Sinage, Sign Board, Flex board, Hording etc.: Experience in such similar work only.
5C. Brick Drain, Foothpath, Interlocking Tiles, Boundary wall, Masonary work, Building Repair work: Experience in any such work only.
5D. Miscillinious Work - Divider and Grill Painting, Earth Filling, leveling, Garbage Desposal, Road and Drain Cleaning, Jungle Cleaning etc.: Experience of same type of work.
6. Maintenance Work: (a) Maintenance of HoricultureWork: Experience of Horticulture work Only. (b) Maintenance of Appartments/ Buildings/ Colony: Experience of Appartments/Buildings only, such as House keeping, Supply of Labour etc. The value of executed works shall be brought to current costing level by enhancing the actual value of work done at simple rate of 10% per annum. The cost of work shall mean gross value of the completed work including cost of material supplied by the Government/client but excluding those supplied free of cost. The completion cost of the project is to be mentioned in Rs crore. The bidder should have average annual turn over worth minimum 40% of the estimated cost during the last five Consecutive years. The bidder's bidding capacity should be equal to or more than the estimated cost of the work. The bidding capacity is calculated based on the maximum turnover in construction works executed in any one year during the last five years. The bidder is required to invest a minimum cash of up to 25% of the value of the work during implementation of the Contract. The bidder should demonstrate that he has access to, or has available, liquid assets (aggregate of working capital, cash in hand and uncommitted bank guarantees) and/or credit facilities of not less than 10% of the value of the contract/contracts applied for. The specific values like amount and percentage of similar works completed are mentioned as 40%, 60%, and 80% of the estimated cost for three, two, and one similar completed works respectively. The estimated cost of the work is Rs. 8,12,23,292.83.
Costs
EMD
₹ 17,47,600Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1003357_1Tender No
120/E-NIVIDA/CE/2025_3Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-6 ME PRASTAVIT 24.0 MTR CHAURI SADAK PAR RCC DRAIN/TRENCH EVAM SEWER LINE KA KARYA
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-6 ME PRASTAVIT 24.0 MTR CHAURI SADAK PAR RCC DRAIN/TRENCH EVAM SEWER LINE KA KARYA
BOQ Items
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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.
7350.48
665
4892038.46
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
1225
732
897288
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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
1079.6
7508
8105971.48
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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.
101698.32
80
8135865.6
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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
6371.04
103
656790.51
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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.
1555.2
209
325036.8
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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.
77.76
5149
400416.57
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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
648
4394
2847435.12
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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)
648
3400
2203200
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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
1313.28
140
184148.12
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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.
766.08
100
76738.23
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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)
34.56
5381
185972.89
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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.
1344
665
894485.76
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
1987.2
732
1455584.26
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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
373.63
7508
2805329.87
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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.
43994.93
80
3519594.4
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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
2580.48
103
266021.68
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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
1025
209
214225
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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
650
259
168675
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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
500
1209
604500
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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.
400 mm. dia. DWC (SN8) Pipes
525
2152
1129800
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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)
123
5149
633374.97
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Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm 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 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm 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 20mm 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
32
19514
624448.64
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Extra depth for circular type manhole 1.22 m Internal dia (at bottom) beyond 1.68m to 2.29m
with common burnt clay F.P.S. (non modular) bricks of class deignation 7.5
10
7790
77900.8
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Constructing brick masonry circular manhole 1.52 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
5
41843
209215.55
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Extra depth for circular type manhole 1.52 m Internal dia (at bottom) beyond 2.30m
with common burnt clay F.P.S. (non modular) bricks of class deignation 7.5
2
17988
35977.4
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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.
306
437
133844.4
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Drain
-
-
-
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Earth work in excavation
DSR-2.6.1
6847.12
140
960103.17
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P.C.C. (1:4:8)
DSR-4.18
220.87
5381
1188536.81
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R.C.C. Work (1:1.5:3)
RCC Pigmented Cover
DSR-5.1.2
1883.25
7145
13457177.19
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M.S. Work in R.C.C.
DSR-5.22.6
147835.13
80
11826810.4
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Shuttering Foundation
DSR-5.9.1
1085
309
336111.3
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Shuttering Walls
DSR-5.9.2
12400
665
8252671.2
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12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
1860
274
509919
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12 MM thick Plaster (1:4) Coarse sand
DSR-13.1.1
6200
274
1699730
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