Tender For Providing Rain Water Harvesting System 08 Nos. At Fsd Hapur Under Division Hapur
Tender Value
70.16 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
1.40 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Rain Water Harvesting System 08 Nos. At Fsd Hapur Under Division Hapur
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) / manual means over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth 50 m and all lift up to 1.5 disposed earth soil to be levelled and neatly dressed . All kinds of soil. |
| 2 | 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 , lift up to 1.5 m including getting out the excavated soil and disposal of surp[lus excavated soil as directed with in a lead of 50 m. All kinds of soil. |
| 3 | Provoiding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level , 1:4:8 ( 1 cement :4 coarse sand :8 graded stone aggregate of 40 mm nominal size) |
| 4 | Brick work with common burnt clay FPS (non modular) bricks in foundation and plinth in: CM 1:4 (1cement : 4 coarse sand) |
| 5 | 15 mm cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement onthe rough side of single half brick wall. |
| 6 | 12mm cement plaster 1:3 ( 1cement:3 coarse sand) finished with a floating coat of neat cememnt mix 1:3 ((1cement : 3 fine sand) |
| 7 | Filling available excavated earth (excluding rock) in trenches sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering lead up to 50 mtr and lift up to 1.5 m. |
| 8 | 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.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20 mm nominal size stone aggregate |
| 10 | Boring/drilling bore well of required data for casing/stainer pipe by suitable method prescribed in IS:2800(part-I) including collecting sample from different strata,preparing and submitting strata chart/bore log, including hire & running charge of all equipments, tools,plants & machines required for the job , all complete as per direction of engineer-in-charge up to 90 meter depth below ground level. All types of soil. 300 mm dia. |
| 11 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 12 | Supply,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM )pipes ofrequired dia, confirming to IS,12818 including required hire and labour charges, fittings & accessories etc all complete for all depths as per direction if Engineer -in-Charge. 200 mm dia. |
| 13 | Supply,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs confirming to IS,12818 including required hire and labour charges, fittings & accessories etc all complete for all depths as per direction if Engineer -in-Charge. 200 mm dia. |
| 14 | Supplying , filling, spreading & leveling, stone boulders of size range 5 cm to 20 cm, in recharge pit , in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. |
| 15 | Supplying , filling, spreading & leveling, stone boulders of size range 5 mm to 10 mm, in recharge pit , over the existing layer of boulders in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. |
| 16 | Supplying , filling, spreading & leveling, stone boulders of size range 1.5 mm to 2.0 mm, in recharge pit , over the gravel layer in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. |
| 17 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse in grading & size as per actual requirements complete as per direction of engineer -in-charge. |
| 18 | Providiing and fixing suitable size threaded mild steel CAP or spot spot welded plate to the top of bore well housing/casing pipes removable as per requirement, all complete for bore well 200 mm dia. |
| 19 | Providing and fixing MS clamp of required dia to the top of casing / housing pipes of bore well as per IS: 2800 (partI) , including necessary bolts & nuts of required size complete 200 mm dia. |
| 20 | Providing and laying factory made perforated drains cover having concrete of strength not less than M- 25, of size 1000mmx450mmx50mm, reinforced with 8 mm dia four nos longitudnal & 9 nos cross sectional TMT hoop bars, including providing 50 mm dia perforations @ 100 to 125 nn c/c including providing edge binding with MS flats 50 mm x 1.6 mm complet as per direction of engineer-in-charge. |
| 21 | Excavation trenches of required width for pipes cables, etc including excavation for sockets, and dressing of sides and ramming of bottoms depth up to 1.5 m including getting out the excavated soi 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 with in a lead of 50 m. All kinds of soil.Pipes, cables etc exceeding 300 mm but not exceeding 600 mm dia. |
| 22 | Providing and laying non-pressure NP3 class (medium 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 : 450 mm dia. |
| 23 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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