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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance | ₹1.2 Cr | 1 | Accepted-Finance Ist lowest |
| 2 | 2₹1.2 CrAccepted-Finance | ₹1.2 Cr | 2 | Accepted-Finance IInd lowest |
| 3 | 3₹1.2 CrAccepted-Finance | ₹1.2 Cr | 3 | Accepted-Finance IIIrd lowest |
| 4 | 4₹1.2 CrAccepted-Finance I G NAGAR JAGATHPURA JAIPUR RAJ 30201 | 30201 | ₹1.2 Cr | 4 | Accepted-Finance IVth lowest |
| 5 | 5₹1.3 CrAccepted-Finance | ₹1.3 Cr | 5 | Accepted-Finance Vth lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
8 Apr 2026, 11:00 amClosed
SE (Civil) Jaipur
Chambal GSS, Jaipur
Construction of transformer track, inspection path, cow catcher, Antiweed and graveling work at 132 KV GSS Anjari (Deeg)(Package-III) at 132 KV GSS Anjari Dangika (Deeg)
2026_RRVPN_548614_2
NIT 44/2025-26 SE Civil Jaipur
Open Tender
Civil Works
180 days
132 KV GSS Anjari Dangika
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Accounts Officer (T and C) RRVPNL
₹2.7 L
Yes
8 May 2026
27 Mar 2026
9 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5 M in width or 10 Sqm on plan including dressing of sides and ramming of bottom lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils.B-1/1.8 | |||||
| 2(B-3/3.1.6) P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | |||||
| 3Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls.B-6/6.1.6 | |||||
| 4(B-4/4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | |||||
| 5Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick B-12/12.3.2 | |||||
| 6P&L Jointing RCC class NP-2 non pressure pipes IS 458 mark of approved make with collars jointed with CM 1:2 or having spigot and socket ends with flexible rubber ring joint including testing of joints etc., complete 450 mm dia internal.(S-3/3.8.6) | |||||
| 7(G-2/293+G-58/4.2.14) Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 40 km complete in all respect as per dirction of engineer incharge | |||||
| 8P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification B-3/3.8 | |||||
| 9(S-3/3.16.3) P&F rigid PVC pipe (IS 4985 mark) class IInd /4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 110mm dia | |||||
| 10Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix .B-14/4.1 | |||||
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