Tender For Restoration Of Existing Borewell At Nrpl Panipat Hq Premises
Tender Value
5.37 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
11 days left
EMD
Ref. Documents
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
Panipat → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Restoration Of Existing Borewell At Nrpl Panipat Hq Premises
BOQ
| Sl. No. | Item Description |
| 1 | Restoration of Existing Borewell at NRPL |
| 2 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : All types of soil : |
| 3 | 300 mm diameter |
| 4 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : Rocky strata including boulders : |
| 5 | 300 mm diameter |
| 6 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level :All types of soil : |
| 7 | 300 mm diameter |
| 8 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level :Rocky strata including boulders : |
| 9 | 300 mm diameter |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per directions of the Engineer-in-Charge : |
| 11 | 200 mm nominal size diameter |
| 12 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irections of the Engineer-in-Charge : |
| 13 | 200 mm nominal size diameter |
| 14 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge. |
| 15 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without s and 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 directions of the Engineer-in-Charge. [Note: Unit \\"H\\" shall mean \\"PER HOUR\\"]. |
| 16 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of : |
| 17 | 200 mm diameter |
| 18 | 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 ne cessary bolts & nuts of required size complete. : |
| 19 | 200 mm clamp |
| 20 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) : |
| 21 | 200 mm diameter |
| 22 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 30 0 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe w ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specif ications and directions of the Engineer-in-Charge : |
| 23 | 7.5 HP |
| 24 | External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : |
| 25 | 50 mm dia nominal bore |
| 26 | Providing and fixing enclosed type water meter (bulk type) conforming to IS-2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. [Note: The tail pieces if required will be paid separately] : |
| 27 | 80 mm dia nominal bore |
| 28 | Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming t o IS-2373 : |
| 29 | 80 mm diameter |
| 30 | Providing and fixing gun metal non-return valve of approved quality (screwed end) :50 mm nominal bore : |
| 31 | Vertical |
| 32 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and t hreading the pipe etc. complete : |
| 33 | 50 to 80 mm nominal bore |
| 34 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid 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 concret e 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 cem ent : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt c lay F.P.S. (Non-modular) bricks of class designation 7.5 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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