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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹16.8 L+₹81,530.17 (5.09%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| Sl No | Description | Qty | Unit | BHERUNATH CONSTRUCTION L1 | SHREE JAI BAYAN CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 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 substations (charged/uncharged GSS) with manual/mechanical means, as permitted by engineer in charge with due care, 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.) | 60 | P Cum | 195 ₹11,700 Lowest | 200 ₹12,000 |
| 2.00 | Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200mm CC grade M-30 having outer frame of M.S. flat 30x3 mm 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 MS flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding L/25. | 30 | P.Sqm | 1,276 ₹38,280 Lowest | 1,600 ₹48,000 |
Tender Value
₹19.8 L
EMD Value
₹39,600
Closing Date
31 Aug 2026, 6:00 pmClosed
SE CIVIL RVPN UDR
PATEL CIRCLE RVPN UDR
Construction of 2 nos 33 KV Bay for AVVNL at 132 KV GSS Sagwara.
2026_RRVPN_589882_1
SE CIVIL RVPN UDR NIT 13/26-27 S NO 02
Open Tender
Civil Works
Percentage
120 days
Sagwara
PLEASE REFER NIT AND TENDER DOCUMENTS
2 documents required · 2 mandatory
₹1,180
AO T AND C RVPN UDR/MD RISL
₹39,600
Yes
16 Sept 2026
19 Aug 2026
1 Sept 2026
19 Aug 2026
31 Aug 2026
19 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-44/1.8) 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. | 50 | Cum. | 178 | ₹8,900 |
| 2 | (B-44/1.9.1) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. Ordinary Rock. | 50 | Cum. | 268 | ₹13,400 |
| 3 | (B-54/3.1.6) Providing and 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 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). | 10 | Cum. | 3,962 | ₹39,620 |
| 4 | (B-62/4.13.3) 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. Thermo-mechanically Treated bars (Conforming of relevent IS code). | 1,380 | Kg. | 82 | ₹1,13,160 |
| 5 | (B-59/4.1) 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. | 60 | Cum. | 5,921 | ₹3,55,260 |
| 6 | (B-61/4.9) 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, etc. | 360 | Sqm. | 173 | ₹62,280 |
| 7 | (B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 7 | Cum. | 3,406 | ₹23,842 |
| 8 | (B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness. | 7 | Cum. | 223 | ₹1,561 |
| 9 | (B-128/11.3.1) 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 groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate. | 20 | Sqm. | 305 | ₹6,100 |
| 10 | (B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 20 mm thick. | 100 | Sqm. | 228 | ₹22,800 |
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