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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | L1 | Accepted-Finance Accepted |
Tender Value
₹3.4 L
EMD Value
₹6,792
Closing Date
1 Apr 2025, 6:00 pmClosed
EEC Meerut
BSNL Civil Division, Shradhapuri, Meerut
Provision of Tubewell in TE Building at RDC Rajnagar Ghaziabad
2025_BSNL_854509_1
97/2024-25/TCD/BSNL/MT
Open Tender
Civil Works
Item Rate
15 days
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
AO Cash Office of GMTD BSNL Meerut
₹6,792
18 Jul 2025
25 Mar 2025
5 Apr 2025
25 Mar 2025
1 Apr 2025
25 Mar 2025
25 Mar 2025 - 1 Apr 2025
Amount
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns.
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
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.
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.
150 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 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.
150 mm nominal size dia
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 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
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
150 mm dia
Resistivity variation studies in bore hole drilled by electric logging of pilot bore by expert of Geology Division to know the potention and temperature probes of drinking water including summission of report.
Sign writing on the M.S. plate board of approx size 600x900 mm with enamal paint of approved quility and shade . The sign writing will include making bore log chart and other required details the tube well at decided by the Engineer-in-charge. The rates are exclusive the cost of sign board.
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