Public Works Department-PWD has published Tender For Arrangement Of Drinking Water By New Bore Well Including Installation Electrics Pump And Panel In The Premises Of Dipsru Campus At Pushap Vihar Sector-3 , M . B . Road , New Delhi .. Submission Date for this Tender is 08-07-2020. Electrical Panel Tenders in DISRU PUSHP VIHAR NEW DELHI Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: For arrangement of drinking water by new bore well including installation elelctric pump and panel in the premises of DIPSRU campus at Pushap Vihar sector-3, M.B.Road, New Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. | |||
| 2 | 1.01 | 40 mm dia nominal bore | 50 | metre | |
| 3 | 2 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. | |||
| 4 | 2.01 | 40 mm dia nominal bore | 150 | metre | |
| 5 | 3 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : | |||
| 6 | 3.01 | 25 to 40 mm nominal bore | 2 | each | |
| 7 | 4 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | |||
| 8 | 4.01 | 40 mm nominal bore | 4 | each | |
| 9 | 5 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : | |||
| 10 | 5.1 | 40 mm diameter pipe | 150 | metre | |
| 11 | 6 | Providing and filling sand of grading zone V or coarser grade, all- round the G.I. pipes in external work : | |||
| 12 | 6.01 | 40 mm diameter pipe | 150 | metre | |
| 13 | 7 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : | |||
| 14 | 7.01 | 40 mm nominal bore | 8 | each | |
| 15 | 8 | 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. | |||
| 16 | 8.01 | All types of soil\n300 mm dia | 20 | metre | |
| 17 | 8.02 | Rocky strata including Boulders\n300 mm dia | 180 | metre | |
| 18 | 9 | 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, beyond 90 metre & upto 150 metre depth below ground level. | |||
| 19 | 9.01 | Rocky strata including Boulders | |||
| 20 | 9.02 | 300 mm dia | 230 | metre | |
| 21 | 10 | 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. | |||
| 22 | 10.01 | 150 mm nominal size dia having minimum wall thickness 5.00 mm | 50 | metre | |
| 23 | 10.02 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | 180 | metre | |
| 24 | 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 bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. | |||
| 25 | 11.01 | 150 mm nominal size dia | 200 | metre | |
| 26 | 12 | 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. | 200 | hour | |
| 27 | 13 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: | |||
| 28 | 13.01 | 200 mm dia | 2 | each | |
| 29 | 14 | 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. | |||
| 30 | 14.01 | 200 mm clamp | 2 | each | |
| 31 | 15 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). | |||
| 32 | 15.01 | 200 mm dia | 2 | each | |
| 33 | 16 | Gravel packing in tubewell 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. | 10 | cum | |
| 34 | 17 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 100 | sqm | |
| 35 | 18 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 100 | sqm | |
| 36 | 19 | Add 15.69% as cost index on DSR 2016 on Item No. 01 to 18 | 1 | each | |
| 37 | 20 | Less 9.50% as per Delhi Govt. Circular on DSR 2016+Cost Index. | 1 | each |
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