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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.2 LAdmitted-Finance | +0.00% | ₹12.2 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jaiman Enterprises L1 |
|---|---|---|---|---|
| 1.00 | Labour charges for spreading of available 20 to 63 mm nominal size hand/ crusher broken stone aggregates in uniform layer of 100 mm thickness in yard of any sustations with manual/ mechanical means, as per safety norms of substations complete in all respect with all lead and lift (payment shall be done as per stack measurement, after deduction of voids, as per norms). | 80 | Cum | 167.48 ₹13,398.4 Lowest |
Tender Value
₹14.4 L
EMD Value
₹28,900
Closing Date
13 Aug 2026, 11:00 amClosed
SE CIVIL RVPN Jaipur
CHAMBAL POWERHOUSE, HAWA SARAK, JAIPUR
Construction of foundation for 50 MVA transformer and its bay at 132 KV GSS Telco Circle, Alwar
2026_RRVPN_581442_1
SE-C-JPR-NIT-13-XEN-C-ALW-04
Open Tender
Civil Works
Percentage
150 days
132 KV GSS Telco Circle
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Accounts Officer T and C RRVPNL
₹28,900
Yes
25 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 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 |
|---|---|---|---|---|---|
| 1 | B-1/1.8 Earth 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. | - | Cum | 178 | - |
| 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) | - | Cum | 3,962 | - |
| 3 | B-5/5.2.2 Brick work with F.P.S brick of class designation 75 in Super Structure above Plinth Level up to floor V level In all shapes and size in CM 1:6 ( 1 cement : 6 coarse sand) | - | Cum | 5,988 | - |
| 4 | B-4/4.1 Providing 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 | - | Cum | 5,921 | - |
| 5 | (B-4/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.
('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo Mechanically treated bars bars (IS : 1139). | - | Kg | 82 | - |
| 6 | 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. | - | Sqm | 173 | - |
| 7 | B-11/11.3.1 Cement Concrete flooring 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate)finished with a floating coat of neat cement including cement slurry making of lines or grooves et c. complete but excl the cost of nosing of steps etc. complete 40mm thick with 20mm thick Nominal Size aggregate. | - | Sqm | 305 | - |
| 8 | B-16/16.6.1 P&F double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for doors incl. Cost of cutting floor as reqd. embedding in floor and cover plate with brass pivot and single piece MS. with stainless steel cover place | - | Each | 1,711 | - |
| 9 | B-12/12.3.2 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick | - | Sqm | 228 | - |
| 10 | (S-4/4.21.1) Providing & lowering of G.I. pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make B Class 50 mm dia. | - | R.Mt | 548 | - |
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