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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC MUZAFFARPUR SADAR AZAMGARH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹18.1 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹18.5 LRejected-AOC AVISAHAN GHAZIPUR | GHAZIPUR | GHAZIPUR | UTTAR PRADESH | ₹18.5 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹18.6 LRejected-AOC 00 YAKUBPUR NEAR PRIMARY SCHOOL YAKUBPUR YAKUBPUR BULANDSHAHR UTTAR PRADESH 203001 | BULANDSHAHR | UTTAR PRADESH | 203001 | ₹18.6 L | L3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | M/S JAINENDRA ENTERPRISES | M/s Shiva Enterprises | JATA SHANKAR RAI CONTRACTOR |
|---|---|---|---|---|---|---|
| 1.00Construction of Recharge Wells | ||||||
| 1.01 | Transportation of DC Rig machine | 1 | Job | 500 ₹590 | 3,000 ₹3,540 | 4,000 ₹4,720 |
| 1.02 | Water supply charges for drilling | 2 | Job | 1,400 ₹1,652 | 1,160 ₹1,368.80 | 6,000 ₹7,080 |
| 1.03 | Drilling of 350 mm dia bore well by suitable method including collection of sample of different strata including cost of equipment ,T&P etc, complete required for work | 100 | RM | 50,000 ₹59,000 | 50,000 ₹59,000 | 70,000 ₹82,600 |
| 1.04 | Development of bore well by 3 HP submersible pump | 20 | Hr | 10,000 ₹11,800 | 11,880 ₹14,018.40 | 10,000 ₹11,800 |
| 1.05 | Supplying ,assembling, and Lowering of 150 mm dia uPVC Casing Pipe (confirming IS:12818) assembly including labour charges etc all complete | 66 | RM | 33,000 ₹38,940 | 39,968.94 ₹47,163.35 | 56,100 ₹66,198 |
| 1.06 | Supplying ,assembling, and Lowering of 150 mm dia uPVC with Ribs (confirming IS:12818) assembly including labour charges etc all complete | 30 | RM | 42,000 ₹49,560 | 45,428.7 ₹53,605.87 | 27,000 ₹31,860 |
| 1.07 | Providing & fixing of 150 mm MS clamp for holding of MS pipe including neccesary nut & bolt of required size. | 2 | Each | 13,000 ₹15,340 | 3,600 ₹4,248 | 3,600 ₹4,248 |
| 1.08 | Supply & installation of 150 mm dia casing MS pipe. | 2.4 | RM | 2,160 ₹2,548.80 | 4,320 ₹5,097.60 | 2,880 ₹3,398.40 |
| 1.09 | Supply and Installation of 150 mm dia B class MS air vent | 2 | No. | 400 ₹472 | 1,791 ₹2,113.38 | 2,000 ₹2,360 |
Tender Value
Refer Docs
EMD Value
₹37,040
Closing Date
22 Nov 2025, 12:00 pmClosed
Executive Engineer
Office of Executive Engineer Ground Water Department Div Mechanical, 6/3 C Beli road
Construction Of rooftop rainwater harvesting and Recharging at Govt ITI Katra Prayagraj
2025_UPGWD_1090916_1
12/RWH/PRYJ/2025-26
Open Tender
Civil Works - Others
60 days
Prayagaraj
Please refer Tender documents.
4 documents required · 4 mandatory
₹854
₹37,040
10 Dec 2025
17 Nov 2025
22 Nov 2025
17 Nov 2025
22 Nov 2025
17 Nov 2025
Construction of Recharge Wells
Transportation of DC Rig machine
Water supply charges for drilling
Drilling of 350 mm dia bore well by suitable method including collection of sample of different strata including cost of equipment ,T&P etc, complete required for work
Development of bore well by 3 HP submersible pump
Supplying ,assembling, and Lowering of 150 mm dia uPVC Casing Pipe (confirming IS:12818) assembly including labour charges etc all complete
Supplying ,assembling, and Lowering of 150 mm dia uPVC with Ribs (confirming IS:12818) assembly including labour charges etc all complete
Providing & fixing of 150 mm MS clamp for holding of MS pipe including neccesary nut & bolt of required size.
Supply & installation of 150 mm dia casing MS pipe.
Supply and Installation of 150 mm dia B class MS air vent
Providing & filling of Pea Gravel of size 2 mm to 4 mm dia into bore well including cost of labour, material etc. required for proper completion of work
Construction of Recharge Tanks of Size 4.00 mt x 2.00 mt x 2.50 mt Construction of Filter Tanks of Size 2.00 mt x 2.00 mt x 2.50 mt.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials for All kinds of soil
Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand (zone III) : 8 graded stone aggregate 40mm nominal size) all work up to the plinth level
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5(non-modular) conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)
40 mm thick CC flooring of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone of 20 mm nominal size aggregate) finished with a floating coat of neat cement etc.complete
20mm thick cement plaster in 1:4 cement coarse sand mortar finished with 3 mm floating coat of neat cement etc. complete
Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above the plinth level.
Providing and laying of RCC Work in 1:2:4 (1cement :2 coarse sand(zone-iii) and :4 stone grit of 20mm nominal size in slab etc .complete work
Cartage of excavated earth 5 Km away from the site including its loading and unloading
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers by ramming and watering ,lead up to 50 and for all lift.
PVC slotted pipe 150 mm dia as per IS: 12818
Supply and laying nylon mesh.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,in recharge pit in required thickness , all complete
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit over the layer of boulders , all complete
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit over the layer of gravels , all complete
Making provision of overflow system complete in all respect including cost of all materials
MS Ladder with CI Man Hole Cover
Construction of Rain Water Conveyance Pipeline Network with Chambers
PVC blind pipe 150 mm dia as per IS: 12818
PVC blind pipe 200 mm dia as per IS: 12818
Construction of 900x900x900 mm size inlet. Chamber with class non-modular brick work 1:6 cement mortar with CI Cover on top
Construction of 750x750x750 mm size inlet. Chamber with class non-modular brick work 1:6 cement mortar with CI Cover on top
Construction of 600x600x600 mm size inlet. Chamber with class non modular brick work 1:6 cement mortar with CI Cover on top.
Construction of 450x450x450 mm size inlet. Chamber with class non modular brick work 1:6 cement mortar with CI Cover on top.
Construction of FIRST RAIN FLUSH System Tank
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for All kinds of soil
Cartage of excavated earth 5 Km away from the site including its loading and unloading
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers by ramming and watering ,lead up to 50 and for all lift.
Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand (zone III) : 8 graded stone aggregate 40mm nominal size) all work up to the plinth level
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5(non-modular) conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)
Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above the plinth level
Providing and laying of RCC Work in 1:2:4 (1cement :2 coarse sand(zone-iii) and :4 stone grit of 20mm nominal size in slab etc .complete work
Supply and laying nylon mesh.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,in recharge pit in required thickness , all complete
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit over the layer of boulders , all complete
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit over the layer of gravels , all complete
Making provision of overflow system complete in all respect including cost of all materials
Making provision of valve for first rain flush system complete in all respect
Installation of Piezometer at RWH Site.
Transportation of DC Rig machine including cost of labour etc. complete
Water supply charges for drilling work
Drilling of 200 mm dia bore well by DC rig machine including cost of labour, equipment etc, complete required for proper completion of work
uPVC blind pipe 100 mm dia as per IS: 12818
uPVC slotted pipe 100 mm dia as per IS: 12818
Lowering of 100 mm dia PVC Assembly including cost of labour etc. complete.
Providing & fixing of 100mm dia threaded PVC end cap
Providing & fixing of 150 mm dia MS pipe (confirming IS:1239)
Providing & fixing of MS clamp for holding of MS pipe
Providing & fixing of 200 mm x 200 mm square MS plate including 4 nos. fasteners etc.
Providing & filling of Pea Gravel of size 2 mm to 4 mm dia into bore well including cost of labour, material etc. required for proper completion of work
Development of bore well by 3 HP submersible pump.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for All kinds of soil
Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand (zone III) : 8 graded stone aggregate 40mm nominal size) all work up to the plinth level
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size ) etc complete
Fabrication & fixing of Security System as per design including cost of material, labour, etc. required for proper completion of work.
Fabrication & supply of angle Iron Sign board of frame size 1.20x0.90x1.95 mt. with cross strip & beading of size 30x4 mm welded on frame of MS angle size 40x40x5 mm and MS sheet of 18 gauge as per drawing & design including all labour, material and T&P etc. complete.
Fixing of legs of sign board on cement concrete block of size 0.30x0.30x0.60 mt. in ratio 1:3:6 as per drawing & design including all labour, material etc. complete.
Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on MS sheet both side including all labour, material etc. complete
Writing on angle iron sign board both sides of given matter with Post Office Red Color Fluorescent Paint as per drawing and detail given including all labour, material etc. complete
Loading/Unloading & transportation of material, T&P including all labour etc complete.
Tentage charges
Miscellaneous Works
Road/Floor cutting for pipeline laying and its repairing after completion of work and repairing of damaged roof and installation of jali at down pipes top and other minor repairs etc.
uPVC blind pipe 100 mm dia as per IS: 12818
Painting of Recharge and Filter tanks and all chambers
Making and fixing of MS Angle Iron board of size 4'x3' with writing of given matter
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