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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.9 LAdmitted-Finance | -7.21% | ₹58.9 L | L1 | Admitted-Finance |
| 2 | L2₹64.2 L+₹5.3 L (8.95%)Admitted-Finance | +2.51% | ₹64.2 L+₹5.3 L (8.95%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical NOT ADMITTED not responded to the shortfall notice |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical NOT ADMITTED |
| Sl No | Description | Qty | Unit | Acharya Construction L1 | MUBARIK HUSSAIN L2 |
|---|---|---|---|---|---|
| .10Non-BSR Items | |||||
| 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). | 327 | Sqm. | 195 ₹63,765 Lowest | 250 ₹81,750 |
| 2.00 | Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200 mm, СС grade M30 having outer frame of MS flat 30x3 and reinforcement consisting of 6 mm dia. MS 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 GI 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. MS flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall be suitable to take live load of 2000 kg / sqm and minimum ultimate load of 3000 kg / sqm under defection not exceeding L/25 (inclusive of transportation charges). | 190 | Sqm. | 1,545 ₹2,93,550 Lowest | 1,700 ₹3,23,000 |
Tender Value
₹62.6 L
EMD Value
₹1.3 L
Closing Date
13 Jul 2026, 6:00 pmClosed
SE (CIVIL) RVPN UDAIPUR
PATEL CIRCLE
Civil Works in Augmentation of Transformer 3rd at 132 kV GSS, Bhadesar
2026_RRVPN_572071_1
NIT09/26-27SE(CIVIL)RVPN UDAIPUR
Open Tender
Civil Works
Percentage
180 days
BHADESAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Accounts officer (T and C) RVPN Chittorgarh,MDRISL
₹1.3 L
Yes
30 Jul 2026
1 Jul 2026
14 Jul 2026
1 Jul 2026
13 Jul 2026
1 Jul 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 |
|---|---|---|---|---|---|
| 0.9 | Part-A: Building Works
PWD Rajasthan Integrated Building BSR 2022 | - | - | - | - |
| 1 | (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. | 10 | Cum. | 175 | ₹1,750 |
| - | (B-44/1.7.1) 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: Ordinary rock. | 84 | Cum. | 251 | ₹21,084 |
| - | (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. | 55 | Cum. | 178 | ₹9,790 |
| - | (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. | 489 | Cum. | 268 | ₹1,31,052 |
| - | (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). | 140 | Cum. | 3,302 | ₹4,62,280 |
| - | (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). | 6,400 | Kg. | 77 | ₹4,92,800 |
| - | (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. | 145 | Cum. | 4,934 | ₹7,15,430 |
| - | (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. | 801 | Sqm. | 157 | ₹1,25,757 |
| - | (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). | 370 | Cum. | 2,838 | ₹10,50,060 |
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