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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.3 LAccepted-AOC C O SHRI MORESHWAR DEORAOJI THAKARE TADBAN NEAR VIDAS CHAUK ANCHLESHWAR WARD NO 2 CHANDRAPUR DISTRICT CHANDRAPUR MAHARASHTRA PIN 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | L-1 | Accepted-AOC Lowest bid | |
| 2 | L-2₹6.3 L+₹8,123.47 (1.30%)Rejected-Finance PLOT NO 7 MANEVADA ROAD MITRA NAGAR NAGPUR 440027 | NAGPUR | NAGPUR | MAHARASHTRA | 440027 | L-2 | Rejected-Finance Higher than lowest bid. | |
| 3 | L-3₹6.9 L+₹65,069.02 (10.4%)Rejected-Finance | L-3 | Rejected-Finance Higher than lowest bid. |
Tender Value
₹8.1 L
EMD Value
₹10,200
Closing Date
20 Apr 2026, 4:00 pmClosed
Staff Officer (Civil), CWS Tadali, WCL
Staff Officer (Civil), G.M. Office, CWS Tadali, WCL, Urjagram, District- Chandrapur, Maharashtra, PIN- 442406
Providing tubewell for drinking water at main Water Treatment Plant of CWS Tadali
2026_WCL_358183_1
CWTD-CIV-E-02-2026-27
Open Tender
Water Supply/ Sanitation Works
Percentage
30 days
WCL CWS Tadali, Urjagram, District - Chandrapur
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,200
26 Apr 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
10 Apr 2026
9 Apr 2026 - 13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Item code 23.1.1.1 of CPWD DSR
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. All types of soil. 300 mm dia. | - | metre | - | - |
| - | Item code 23.1.2.1 of CPWD DSR
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. Rocky strata including Boulders. 300 mm dia. | - | metre | - | - |
| - | Item code 23.2.2.1 of CPWD DSR
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. Rocky strata including Boulders. 300 mm dia. | - | metre | - | - |
| - | Item code 23.10.3
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. 200 mm nominal size dia having minimum wall thickness 5.40 mm. | - | metre | - | - |
| - | Item code 23.11.3
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. 200 mm nominal size dia. | - | metre | - | - |
| - | Item code 23.15.3
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. | - | each | - | - |
| - | Item code 23.14.3
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. 200 mm clamp. | - | each | - | - |
| - | Item code 23.13.3
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: 200 mm dia. | - | each | - | - |
| - | Item code 23.8 of CPWD DSR
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. | 1 | cum | - | - |
| - | Item code 23.12 of CPWD DSR
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. | - | hour | - | - |
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