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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹10.1 L
EMD Value
₹20,200
Closing Date
10 Dec 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE Civil RVPN Jaipur
Chambal power house hawa sadak sodala jaipur
Construction of 03 no 33 KV Feeder bay for JVVNL at 132 KV GSS Keshwana
2024_RRVPN_433032_1
RVPN/SE/CIVIL/2024-25/NIT27, 10
Open Tender
Civil Works
Percentage
120 days
Keshwana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Accounts officer (T and C )RRVPNL,Jaipur Rural
₹20,200
Yes
11 Dec 2024
28 Nov 2024
11 Dec 2024
28 Nov 2024
10 Dec 2024
28 Nov 2024
Amount
Labour charge for spreading of available 20 to 63 mm nominal size hand/ crusher broken stone aggregate in uniform layer 100 mm thickness in yard of any substation (charged/ uncharged GSS) with manual/ Mechanical means, as permitted by engineer in charge with due care as per safety norms of substation, complete in all respect with all lead and lift. (payment shall be done as stack measurment after deduction of voids, as per norms.)
S&F 30mm thick ferro cement RCC cable trench covers up to span 1200mm CC Grade M-30 having outer frame of M.S flat 30x3mm and reinforcement consisting of 6mm dia M.S round bar both way at the spacing of 8 to 10 CM C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with Vibro pressing system. 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.S flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above cover shall to take for live load of 2000 Kg./ Sqm and minimum ultimate load of 3000 Kg / Sqm under deflection not exceeding L/25 (Inclusive of transportation charges).
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