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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC AT MQ 149 BODIYA BASTI KATHARA P O KATHARA DIST BOKARO 829116 JHARKHAND | KATHARA | BOKARO | JHARKHAND | 829116 | L1 | Accepted-AOC Accepted as L1 as per NIt | |
| 2 | Rejected-Technical BOKARO JHARKHAND 829116 INDIA UDYAM JH 01 0002492 | BOKARO | JHARKHAND | 829116 | - | Rejected-Technical TC recommended NOT OK as per NIT | |
| 3 | Rejected-Technical | - | Rejected-Technical TC recommended NOT OK as per NIT | |
| 4 | Rejected-Technical AT MAIN ROAD KATHARA PO KATHARA DIST BOKARO JHRAKHAND 829116 | KATHARA | BOKARO | JHARKHAND | 829116 | - | Rejected-Technical TC recommended NOT OK as per NIT |
Tender Value
₹4.7 L
EMD Value
₹5,900
Closing Date
20 Jan 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Colliery Manager (M), Manager(F), Project Engineer
P.E. (EnM), Office of the PO, Kathara Colliery
Extension of 6.6KV. O/H line from old view point to old water column at quarry No.3 of Kathara Colliery.
2025_CCL_325266_1
KTC/PE/EnM/24-25/184 Dated- 09.01.2025
Open Tender
Electrical and Maintenance Works
Item Rate
15 days
P.E. (EnM), Office of the PO, Kathara Colliery
Extension of 6.6KV. O/H line from old view point to old water column at quarry No.3 of Kathara Colliery.
6 documents required · 6 mandatory
₹5,900
Yes
20 Feb 2025
9 Jan 2025
21 Jan 2025
10 Jan 2025
20 Jan 2025
10 Jan 2025
10 Jan 2025 - 17 Jan 2025
Amount
Erection ofmetallic pole offollowing length in cement concrete 1:3:6 (1 Cement :3 Coarse sand:6 graded stone aggregate 40mm nominal size) foundation including excavation andrefilling etc as required.
Supplying & erection of stay set complete (galvanized) with 19/20 mm dia x 1.8 meters long stay rod, anchor plate of size 45 cm x 45 cm x 7.5 mm, thimble, stay clamps, turn buckle (20 mm x 60cm), 7/4.00 mm dia G.I stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 oarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling as required.
Erection of ACSR Conductor of 7/3.35 mm to 7/4.00 dia meter including binding etc. as required (2.2KMx394Kg)=866.80 kg
Supplying & Erection of 11KV Grade disc insulator with hardware for 11KV O/H lines with galvanized insulator fitting, ball & Socket type and complete with galvanized strain clamp, bolts nuts, washer etc. as required
Supplying & erection of 11KV pin insulator with large steel hard G.I pin, Washer etc. asrequired
Supplying oftwo length of channel iron 75mx40mmx5.7 kg/mtr double pole cross arm for three wire 11KV O/h line conductor complete with through bolts and nuts for clamping to the poles 50 mm x6mm M.S Flats welded on side to thechannel iron and with bolts and nuts on the other side for typing the cross arms together including drilling holes for insulator pins/ fitting, bolts and nuts etc. and painting with primer and finish paint as required.
Supplying of clamp Nut & Bolt
Supplying of channel iron 75mmx40mmx7.14Kg per meter pole top bracket/ cross arm for single 11KV O/H line conductor complete with 50mmx6mm flat iron clamps bolts & Nuts including drilling holes insulator pins, bolts and nuts etc and painting with primer and finish paint as required
Supplying ofchannel iron 75mmx40mmx7.14 kg per mtr) cross arm for two 11KV. Overhead line conductor complete with 50mmx50mmx6mm (angle iron bracket welded to thechannel iron andcomplete with 50 mmx6mm M.S Flat iron clamps bolts and nuts andwasher etc. (as per drawing) and painting with primer and finish
Supply of 8 SWG GI Wire ( For Cradling)
Supplying anderection of 8 SWG GI Wire ( Forearth contunity)
Total impact of GST for the purpose of CTC
technical_337169.pdf
PDF • 0.26 MB
techsummary_337169.pdf
PDF • 1.28 MB
finance_337169.pdf
PDF • 0.18 MB
BOQ Comparative Chart
xlsx • 0.01 MB
finsummary_337169.pdf
PDF • 0.83 MB
LOA_NIT_184.pdf
PDF • 0.69 MB
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