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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.9 LAdmitted-Finance | -8.91% | ₹32.9 L | L1 | Admitted-Finance |
| 2 | L2₹34.6 L+₹1.7 L (5.23%)Admitted-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | -4.21% | ₹34.6 L+₹1.7 L (5.23%) | L2 | Admitted-Finance |
| 3 | L3₹35.1 L+₹2.1 L (6.52%)Admitted-Finance | -2.99% | ₹35.1 L+₹2.1 L (6.52%) | L3 | Admitted-Finance |
| 4 | L4₹36.3 L+₹3.3 L (10.1%)Admitted-Finance | +0.51% | ₹36.3 L+₹3.3 L (10.1%) | L4 | Admitted-Finance |
| 5 | L5₹36.9 L+₹4.0 L (12.0%)Admitted-Finance | +2.11% | ₹36.9 L+₹4.0 L (12.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Shree Construction Co. L3 | M/S S G CONSTRUCTION COMPANY L2 | M/S Nareshpuri contractor L5 | CHAMUNDA CONSTRUCTION L6 | M/S S K ENTERPRISES L4 | MURLI CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Labour charges for spreading of available 20- 63 mm nominal size Hand / Crusher broken stone aggregate in uniform layer of 100mm thickness in yard of any substation (charged / uncharged GSS) with manual mechanical means, as permitted by the 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 per stack measurement, after deduction of voids, as per norms). | 235 | Cum | 182 ₹42,770 | 180 ₹42,300 | 190 ₹44,650 | 1,000 ₹2,35,000 | 185 ₹43,475 | 171 ₹40,185 Lowest |
Tender Value
₹36.3 L
EMD Value
₹72,500
Closing Date
8 Jun 2026, 5:00 pmClosed
SE Civil RRVPNL Bikaner
66 KV GSS Sangalpura Bikaner
Construction of civil foundation and other misc civil works in yard for 20 25 MVA Tr At 132 KV GSS Sujangarh
2026_RRVPN_561691_1
NIT 04 (2026-27) SE CIVIL BIKANER
Open Tender
Civil Works
Percentage
180 days
132 KV GSS Sujangarh
As per bid document
2 documents required · 2 mandatory
₹2,950
AO( T and C) RRVPNL
₹72,500
Yes
6 Jul 2026
27 May 2026
9 Jun 2026
27 May 2026
8 Jun 2026
27 May 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 | Earth work in excavation by mechanical means (Hydraulic
Excavator )/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils B/1.8 | - | P.Cum | 178 | - |
| 2 | Providing and laying in position cement concrete including
curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth
level. 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. .( B- 3.1.6 ) | - | P.Cum | 3,302 | - |
| 3 | 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 B/4.1 | - | P.Cum | 4,934 | - |
| 4 | 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. ( B / 4.9 ) | - | P.Sqm | 157 | - |
| 5 | 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 (Conforming of relevent IS code)
( B/4.13.3 ) | - | P.Kg. | 77 | - |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: B/9.2 | - | P.Kg. | 81 | - |
| 7 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. Add Extra if I/rail section is used 10% (B- 9.1.1) | - | P.Kg. | 79.2 | - |
| 8 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in Cement Mortar 1:6 .: ( B /6.1.6 ) | - | P.Cum | 2,838 | - |
| 9 | 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 groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. (B/ 11.3.1) | - | P.Sqm | 277 | - |
| 10 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : : 20 mm thick (B/ 12.3.2) | - | Sqm. | 190 | - |
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