Construction of Rainwater Harvesting Systems at PWD Residences B-1, B-2, B-3, and B-5 in Etawah district
Chief Engineer Kanpur Zone PWD Kanpur · Etawah, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹23.0L
- EMD: ₹2.3L
- Published: 05 Oct 2026
- Closing date: 12 Oct 2026
- Status: open
- Status as of: 07 Oct 2026 02:08 UTC
- Department: PWD
- Office: SE ETAWAH CIRCLE PWD ETAWAH
Description
Construction of Rainwater Harvesting Systems at PWD Residences B-1, B-2, B-3, and B-5 in Etawah district
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
New to these terms? Read how tender eligibility criteria work.
Commercial terms
- Bid type: Open
- Make in India (MII): No
- MSE preference: No
Line items (19)
- 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 for all lift, as directed by Engineer-incharge. All kinds of soil — Qty: 320 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 32 Cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 100 Cum
- Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster — Qty: 300 Sqm
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 16 Cum
- 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. — Qty: 2000 Kg
- Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. — Qty: 20 Nos
- 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. — Qty: 52 Cum
- Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. — Qty: 6 Cum
- Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. — Qty: 6 Cum
- Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading — Qty: 35 Sqm
- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 400 mm dia — Qty: 325 Mtr
- Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia — Qty: 250 Mtr
- Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia — Qty: 150 Mtr
- Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable 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, including 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. — Qty: 40 Hr
- Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp — Qty: 28 Nos
- Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter — Qty: 700 Mtr
- Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 — Qty: 36 Nos
- Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia — Qty: 4 Nos
1 tender document(s) available — sign up to download.
Related tenders
- UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
- imp. Sarvice lane With Nali from Juhi lal colony in Block No 315/4 Block No 317 in ward 84 Zone 3 — Civil Works & Infrastructure · ₹8.3L
- GENERAL REPAIR WORK AT JOINT DIRECTOR SECONDARY EDUCATION OFFICE UDAIPUR — Civil Works & Infrastructure · Rajasthan · ₹15.0L
- 4 NARSAR KARAHIYA SAMPARK MARG SE JUNIOR HIGH SCHOOL TAK PITCH MARG KA LEPAN ANURAKSHAN (SAMANYA MARAMMAT) KARYA.(HOT MIX) — Civil Works & Infrastructure · Uttar Pradesh · ₹15.3L
- Laying RMC M40 in various streets of transport nagar ward no. 30 — Civil Works & Infrastructure · Punjab · ₹1.8Cr
- Estimate For Laying 315mm Dia UPVC U/G Pipe Line For Outlet RD 13350/R of Shahpurkandi Channel No.3 For Year 2026-27 — Civil Works & Infrastructure · Punjab · ₹51.7L
- In Ward-30 Govind Vihar II, work of drain and interlocking tiles from Harendra house to Omendra house and Pravesh house, Sundar house — Civil Works & Infrastructure · ₹19.1L
- purani nagar panchayat ke sthan par shoping complex cum office dukan no 05 — Civil Works & Infrastructure · Madhya Pradesh · ₹8.0L