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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | +4.56% | ₹12.6 L | L1 | Admitted-Finance |
| 2 | L2₹13.0 LAdmitted-Finance | +6.91% | ₹13.0 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹12.1 L
EMD Value
₹24,220
Closing Date
4 May 2026, 5:00 pmClosed
SE CIVIL RRVPNL BIKANER
66/11 KV GSS SAGALPURA BIKANER
Civil work for 1 No 33 KV Bay for MS RIL at 220 KV GSS Suratgarh
2026_RRVPN_552274_3
NIT 01 (2026-27) SE CIVIL BIKANER
Open Tender
Civil Works
180 days
220 KV GSS SURATGARH
please refer nit tech bid
2 documents required · 2 mandatory
₹1,180
ACCOUNTS OFFICER T AND C RRVPNL HANUMANGARH
₹24,220
Yes
19 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
4 May 2026
22 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | B-1.8 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 | - | P.Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | P/ laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement : 4 Course Sand : 8 Graded stone agg. 40 mm nominal size (Crusher Broken) (B-3.1.6) | - | P.Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying in position specified grade of reinforced 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 excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4.1.) | - | P.Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , .(B-20 / 4.9) | - | P.Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 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 three level.Tremo Mechanically treated bars(Confirming of relevent IS Code) 4.13.3 | - | P.Kg. | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | B-23/5.1.2 Brick work with common burnt clay F.P.S. bricks of class designation 7.5 in foundation and plinth in : cement mortar 1:6 (1 cement : 6 coarse sand ) with F.P.S ( Non modular ) Bricks. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 7 | B-12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick | - | Sqm. | - | - | BI01010001010000000000000515BI0100001116 |
| 8 | Structural steel work welded in single up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(B-92/9.1+9.1.1 | - | P.Kg. | - | - | BI01010001010000000000000515BI0100001117 |
| 9 | Cement concrete flooring grade 1:2:4 finished with a floating coat of neat cement including cement slurry , making lines or grooves etc complete but excluding the cost of nosing of steps etc. complete :.40 mm thick with 20 mm thick nominal size aggregate. ( B /11.3.1) | - | Sqm. | - | - | BI01010001010000000000000515BI0100001117 |
| 10 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-35/ 3.16.3) | - | RM | - | - | BI01010001010000000000000515BI0100001114 |
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