Tender For Construction Of Rooftop Rainwater Harvesting And Ground Water Recharging At Govt. Poly Fatehpur
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
10 days left
EMD
34000
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Rooftop Rainwater Harvesting And Ground Water Recharging At Govt. Poly Fatehpur
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Recharge Wells |
| 2 | Transportation of DC Rig machine |
| 3 | Water supply charges for drilling |
| 4 | 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 . |
| 5 | Development of bore well by 3 HP submersible pump. |
| 6 | Supplying ,assembling, and Lowering of 150 mm dia uPVC Casing Pipe (confirming IS:12818) assembly including labour charges etc all complete. |
| 7 | Supplying ,assembling, and Lowering of 150 mm dia uPVC with Ribs (confirming IS:12818) assembly including labour charges etc all complete . |
| 8 | Providing & fixing of 150 mm MS clamp for holding of MS pipe including neccesary nut & bolt of required size. |
| 9 | Supply and Installation of 150 mm dia B class MS air vent. |
| 10 | 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. |
| 11 | Construction of Recharge Tanks of Size 4.00 mt x 2.00 mt x 2.50 mtConstruction of Filter Tanks of Size 2.00 mt x 2.00 mt x 2.50 mt. |
| 12 | 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 . |
| 13 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials for All kinds of soil . |
| 14 | 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 . |
| 15 | 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) . |
| 16 | 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 |
| 17 | 20mm thick cement plaster in 1:4 cement coarse sand mortar finished with 3 mm floating coat of neat cement etc. complete |
| 18 | Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above the plinth level. |
| 19 | 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 . |
| 20 | Cartage of excavated earth 5 Km away from the site including its loading and unloading. |
| 21 | 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. |
| 22 | PVC slotted pipe 150 mm dia as per IS: 12818. |
| 23 | Supply and laying nylon mesh. |
| 24 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,in recharge pit in required thickness , all complete |
| 25 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit over the layer of boulders , all complete |
| 26 | 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. |
| 27 | Making provision of overflow system complete in all respect including cost of all materials. |
| 28 | MS Ladder with CI Man Hole Cover |
| 29 | Construction of Rain Water Conveyance Pipeline Network with Chambers |
| 30 | PVC blind pipe 150 mm dia as per IS: 12818 |
| 31 | PVC blind pipe 200 mm dia as per IS: 12818 |
| 32 | Construction of 900x900x900 mm size inlet. Chamber with class non-modular brick work 1:6 cement mortar with CI Cover on top |
| 33 | Construction of 750x750x750 mm size inlet. Chamber with class non-modular brick work 1:6 cement mortar with CI Cover on top |
| 34 | Construction of 600x600x600 mm size inlet. Chamber with class non modular brick work 1:6 cement mortar with CI Cover on top. |
| 35 | Construction of FIRST RAIN FLUSH System Tank |
| 36 | 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 . |
| 37 | Cartage of excavated earth 5 Km away from the site including its loading and unloading. |
| 38 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers by ramming and watering, lead up to 50 and for all lift. |
| 39 | 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 |
| 40 | 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) |
| 41 | Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above the plinth level. |
| 42 | 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 . |
| 43 | Supply and laying nylon mesh. |
| 44 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,in recharge pit in required thickness,all complete. |
| 45 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit over the layer of boulders,all complete . |
| 46 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit over the layer of gravel ,all complete. |
| 47 | Making provision of overflow system complete in all respect including cost of all materials. |
| 48 | Making provision of valve for first rain flush system complete in all respect. |
| 49 | Miscellaneous Works |
| 50 | Roof Bund construction work{Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in Cement mortar 1:4 (1 cement : 4 coarse sand)} |
| 51 | Finishing walls with textured exterior paint of required shade (Painting of recharge tank & chambers) |
| 52 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | 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. |
| 57 | Installing of 100 mm uPVC new down pipes and changing of damaged down pipes as per measurements at site. |
| 58 | Clamps and M.S. stays including bolts and nuts for 100 mm pipe Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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