Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.1 LAccepted-AOC NEAR MADINA AQSA JAL NAGAR WARD CHANDRAPUR 414112 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 414112 | ₹10.1 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | Rejected-Technical CAMP JAYU MAJRI COLLIERY PO SHIVAJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | - | - | Rejected-Technical Concluded from BOQ as L-2 Bidder. |
| Sl No | Description | Qty | Unit | SINGH CONSTRUCTION L2 | TABBASUM ZULFAKAR ALI L1 |
|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||
| 1.00 | 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 | 90 | metre | 1,855.01 ₹1.7 L | 1,523.29 ₹1.4 L |
| 1.00 | 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. All types of soil 300 mm dia | 60 | metre | 2,093.15 ₹1.3 L | 1,718.85 ₹1.0 L |
| 1.00 | 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 150 metre & upto 300 metre depth below ground level. All types of soil 300 mm dia | 44 | metre | 2,331.3 ₹1.0 L | 1,914.4 ₹84,233.82 |
| 1.00 | 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-charge150 mm nominal size dia having minimum wall thickness 5.00 mm | 164 | metre | 2,118.22 ₹3.5 L | 1,739.43 ₹2.9 L |
| 1.00 | 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.150 mm nominal size dia | 30 | metre | 2,218.49 ₹66,554.74 | 1,821.77 ₹54,653.18 |
| 1.01 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part l).150 mm dia | 1 | nos | 296.45 ₹296.45 | 243.44 ₹243.44 |
| 1.01 | 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 | 7.81 | cum | 1,618.94 ₹12,643.90 | 1,329.43 ₹10,382.87 |
| 1.01 | Providing cement sealing(2m) to prevent entry of ground water from top aquifer into piezometer | 2 | mtr | 629.48 ₹1,258.97 | 516.92 ₹1,033.83 |
| 1.01 | Providing bentonite sealing(2m) to prevent entry of ground water from top aqifer into piezometer | 2 | mtr | 227.07 ₹454.14 | 186.46 ₹372.93 |
Updated dates
Tender Value
₹11.2 L
EMD Value
₹14,100
Closing Date
27 Feb 2026, 5:00 pmClosed
Staff Officer, (Civil), CHA
Office of AGM, CHA
Construction of 01 no of piezometer (194 mtrs) at Bhatadi Expansion OC mine Chandrapur Area.
2026_WCL_352825_1
WCL_CHA_civil_eT-102
Open Tender
Civil Works - Others
45 days
BSA, Chnadrapur Area.
As per NIT
3 documents required · 3 mandatory
₹14,100
27 Mar 2026
11 Feb 2026
28 Feb 2026
11 Feb 2026
27 Feb 2026
12 Feb 2026
11 Feb 2026 - 16 Feb 2026
Item Description/ Heading
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
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. All types of soil 300 mm dia
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 150 metre & upto 300 metre depth below ground level. All types of soil 300 mm dia
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-charge150 mm nominal size dia having minimum wall thickness 5.00 mm
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.150 mm nominal size dia
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part l).150 mm dia
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
Providing cement sealing(2m) to prevent entry of ground water from top aquifer into piezometer
Providing bentonite sealing(2m) to prevent entry of ground water from top aqifer into piezometer
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.
Providing clay filling above cement seal upto ground level; but below sanitary seal to prevent entry of surface and sewage water at top
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.
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:150 mm dia
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
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
Supply & Installation for Ground Water Level Recorder (Piezometer Telemetry along with Data Server Connectivity) Telemetric Piezometer (Battery type) Descriptions: - • Online Ground water level recorder. • Continuous Data Logging Facility. • Data transfer to server available. • Sensor cable extension 50m (customize according order) • Imported pressure transducer (sensor) with capability of measuring till 100meters’ depth under water. • Factory-calibrated sensor. • Facility for Wall/Pipe mounting. • IP 65 grade rated enclosure. • Durable and rugged design • Including Telemetry for online Data transfer and one year free of cost Server • Data can be uploaded on Cloud Server • Battery Specifications: - • Accuracy: 0.25 % F.S • Compensated temperature: -200C to +850C. • Operating temperature: -400C to +1250C • Current consumption: 5mA• Wetted Material: 17-4PH or 316L Stainless Steel Port, 316L Stainless Steel Snubber • Vibration: ±20g, MIL-STD-810C • Dielectric strength: 2mA @500VAC, 1min • Display: 16×2 LCD display • Enclosure: IP65 (Waterproof & Dust proof) door • Data Output: Microsoft Excel format • Clock: Real time internal clock • Cable Length: 300m or as per requirement • Input Power: 220V 50Hz AC • Power Adapter output: 12V, 1A DC • Lithium-Ion Battery Pack 11.1 V 4.4A • Only Sensor Warranty 5 year • 8 GB storage. • Data transfers every 1-hour interval • Data copying facility with USB port without interrupting internal data • With Calibration Certificate
Total impact of GST for the purpose of CTC
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_365608.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.94 MB
BOQ_365608.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid