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Providing Of Rain Water Harvesting Well At Different Locations In Sec- 1, 2 & 6 Mdc Area, Panchkula. ( Installation Of 4 No. Rain Harvesting Wellwith Ms Pipe Casing And Slot Pipe All Other Works Contingency At Different Locations In Sector 4, 5 &, Panchkula-Haryana

Haryana Urban Development Authority-HUDA has published Providing Of Rain Water Harvesting Well At Different Locations In Sec- 1, 2 & 6 Mdc Area, Panchkula. ( Installation Of 4 No. Rain Harvesting Wellwith Ms Pipe Casing And Slot Pipe All Other Works Contingency At Different Locations In Sector 4, 5 &. Submission Date for this Tender is 15-08-2022. Water Harvesting Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

33452572
Providing Of Rain Water Harvesting Well At Different Locations In Sec- 1, 2 & 6 Mdc Area, Panchkula. ( Installation Of 4 No. Rain Harvesting Wellwith Ms Pipe Casing And Slot Pipe All Other Works Contingency At Different Locations In Sector 4, 5 &
Open Tender
Indian
Haryana
Panchkula
15-08-2022

Tender Details

Providing Of Rain Water Harvesting Well At Different Locations In Sec- 1, 2 & 6 Mdc Area, Panchkula. ( Installation Of 4 No. Rain Harvesting Wellwith Ms Pipe Casing And Slot Pipe All Other Works Contingency At Different Locations In Sector 4, 5 & 6 Mdc, Panchkula Including 3 Years Mtc. & Defect Liability Period Free Of Cost )

Key Value

Document Fees
INR 500 /-
EMD
INR 26240.0 /-
Tender Value
INR 13.12 Lakhs /-

BOQ Items

Name of Work:Providing of Rain Water Harvesting well at different locations in Sec- 1, 2 & 6 MDC area, Panchkula. (Installation of 4 no. rain harvesting wellwith MS pipe casing and slot pipe all other works contingency at different locations in sector 4, 5 & 6 MDC, Panchkula including 3 years mtc. & defect liability period free of cost)
Sl. No. Item Description
133.6.1.3 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, up to 90 metre depth below ground level. 33.6.1 All types of soil 33.6.1.3 400 mm dia
233.10.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed / plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 33.10.3 200 mm nominal size dia having minimum wall metre thickness 5.40 mm
333.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 33.11.3 200 mm nominal size dia
433.15 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
533.19 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
633.18 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 33.18.3 200 mm dia
74.12.1 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 4.12.1 All kinds of soil
810.100.2 Cement Concrete 1 :8:16 Flooring 10.100.2 Cement Concrete 1:8:16 with stone ggregate 40 mm size in cum foundation and plinth.
97.21.1 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: 7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
1011.11.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 11.11.1 1 :3 (1 cement: 3 fine sand)
116.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size)
126.33.3 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers andannealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
13Approved rate based on HSR Supply and laying of coarse aggregate 63 to 2.36mm nominal size in rain harvesting well as per direction of EIC.
14Approved rate based on HSR Supply and laying of coarse aggregate below 2.36 not more than 10% passing 0.075 sleve size in rain harvesting well as per direction of EIC.
15Approved rate based on HSR Supply and laying of PVC slootted as per IS:12818 complete in all respect as per entire satisfaction of EIC.
16Approved rate based on HSR Supply and laying of blind pipe as per IS:12818 complete in all respect as per entire satisfaction of EIC.
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