Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date26 May 2025
Closing Date12 Jun 2025
Tender Amount₹ 7,65,72,405 
Notes
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Class Of Bidder
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Category A for Building works
Bid Capacity
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The formula for bid capacity is {[AxNxM]-B} where A is the maximum value of civil engineering works executed in any one year, N is the number of years prescribed for completion of the works, M is 2.0, and B is the value of existing commitments and on-going works to be completed during the next 1.5 years.
Technical Capacity
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The required prior work experience for the bidder includes: - 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, costing not less than 80% of the estimated cost. The experience required varies based on the nature of work, such as: 1. Bituminous Road work, Resurfacing 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. 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. Signage, Sign Board, Flex board, Hording, etc.: Experience in such similar work only. 5C. Brick Drain, Footpath, Interlocking Tiles, Boundary wall, Masonry work, Building Repair work: Experience in any such work only. 5D. Miscellaneous Work - Divider and Grill Painting, Earth Filling, leveling, Garbage Disposal, Road and Drain Cleaning, Jungle Cleaning, etc.: Experience of the same type of work. 6. Maintenance Work: (a) Maintenance of Horticulture Work: Experience of Horticulture work only. (b) Maintenance of Apartments/Buildings/Colony: Experience of Apartments/Buildings only, such as Housekeeping, Supply of Labour, etc. The bidder should have satisfactorily completed similar works in the last 7 years, with the cost of work being the gross value of the completed work. The bidder is required to have prior work experience of similar nature of works completed during the last seven years previous to the last date of submission of bid. No specific amount and percentage of similar works completed are mentioned, but the bidder needs to provide a list of eligible similar nature of works completed. The bidder should have average annual turn over worth minimum 40% of the estimated cost during the last five consecutive years.

Costs

Description

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Contact

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Documents
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-3 ME 9.0 MTR CHAURI SADAK EVAM SEWERAGE KA KARYA.
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-3 ME 9.0 MTR CHAURI SADAK EVAM SEWERAGE KA KARYA.
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-3 ME 9.0 MTR CHAURI SADAK EVAM SEWERAGE KA KARYA.
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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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

3981.54

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

6635.91

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

26543.62

13

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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)

292.15

5762

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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

2921.48

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.

302

2409

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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

356.58

441

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

160.46

7992

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SEWERAGE SYSTEM

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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

3947

278

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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. Depth not exceeding 1.5m.

5649.79

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.

966.45

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.

2.67

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).

48.46

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. 250 mm. dia. DWC (SN8) Pipes

3947

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

157

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

111

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

23.23

10702

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Addition or substraction due to variation in shaft for following sizes of manholes. 1200mm dia, 0.0-3.00m depths

110.7

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

177.62

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

3947

803

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Connection of HCC to MH using 150mm dia DWC pipes.

515

14110

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Provision for Dewatering Trenches (Above 3.00 m. Depth) using 5 HP dewatering pump for proper completion of work including all the material complete in all respect.

53

250

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