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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹20.5 L+₹1.2 L (6.10%)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 | Supply and fixing 30 mm thick ferro cement RCC Cable Trench covers upto span 1200 Mm,C.C grade M-30 having outer frame pf M.S Flat 30x3 mm and reinforcement consisting of 6mm Dia M.S round bar both way at the spacing of 8 to 10 mm 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 12 mm 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 10 mm Dia Plain round bar to be fixed as directed.M.s 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 2000Kg/sqm and minimum ultimate load of 3000 Kg/sqm under deflection not exceeding L/25 (Inclusive of transportation charges) | 110 | Sqm | 1,276 ₹1,40,360 Lowest | 1,600 ₹1,76,000 |
| 2.00 | Labour charge for spreading of 20-63 mm nominal size Hand / Crusher broken stone agregate in unifor layer of 100 mm thicknessin yardof any substation (charged / uncharged) GSS by 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 & lift. | 70 | cum | 195 ₹13,650 Lowest | 200 ₹14,000 |
Tender Value
₹23.9 L
EMD Value
₹47,800
Closing Date
31 Aug 2026, 6:00 pmClosed
SE CIVIL RVPN UDR
PATEL CIRCLE UDAIPUR
Construction of 01 Nos 132 KV Feeder Bay at 220 KV G.S.S. Sagwara.
2026_RRVPN_589697_1
SE CIVIL RVPN UDR NIT 13/26-27 S NO 01
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
₹47,800
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 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:Hard rock(blasting prohibited) useful material 30% b-1.7.3 | 40 | P. Cum. | 540 | ₹21,600 |
| 2 | (B-44/1.9.3) Excavation work 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 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 : Hard rock(blasting prohibited) useful material 30% | 130 | P. Cum. | 551 | ₹71,630 |
| 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). | 20 | P. Cum. | 3,962 | ₹79,240 |
| 4 | (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 | P. Cum. | 5,921 | ₹3,55,260 |
| 5 | (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. | 320 | P. Sqm. | 173 | ₹55,360 |
| 6 | (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). | 1,870 | P. Kg | 82 | ₹1,53,340 |
| 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). | 45 | P. Cum. | 3,406 | ₹1,53,270 |
| 8 | (B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness. | 21 | P. Cum. | 223 | ₹4,683 |
| 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. | 55 | P. Sqm. | 305 | ₹16,775 |
| 10 | (B-98/9.2) 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. | 500 | P. Kg | 93 | ₹46,500 |
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