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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.1 LAdmitted-Finance | +6.00% | ₹69.1 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹65.9 L
EMD Value
₹1.3 L
Closing Date
11 Jun 2026, 11:00 amClosed
SE CIVIL JAIPUR
Chambal Power House hawa sadak Sodala jaipur
Transformer augmentation work for 160 MVA Transformer with corresponding 132 KV Bay works at 220 KV GSS Vatika RRVPNL Jaipur
2026_RRVPN_559317_1
RVPN/SE/CIVIL/RURAL/JPR/NIT06
Open Tender
Civil Works
Percentage
180 days
Vatika jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Accounts Officer T and C RRVPNL Jaipur Rural
₹1.3 L
Yes
22 Jun 2026
15 May 2026
12 Jun 2026
15 May 2026
11 Jun 2026
15 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 (P-53/1.8) | 370 | Cum | 178 | ₹65,860 |
| 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 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (P-61/3.1.6) | 155 | Cum | 3,302 | ₹5,11,810 |
| 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 (P-66/4.1) | 185 | Cum | 4,934 | ₹9,12,790 |
| 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. . (P-67/4.9) | 912 | Sqm | 157 | ₹1,43,184 |
| 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) Hot rolled deformed bars (IS : 1139).((P-68/4.13.2) | 7,300 | Kg | 77 | ₹5,62,100 |
| 6 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil (P-52/1.1) | 2,936 | Sqm | 35 | ₹1,02,760 |
| 7 | Supply of 40 mm stone aggregate and carriage of material building rubbish stone metal (grit, ballast etc.) for 20 KM lead (M-293+G-4.2.1.13) | 440 | Cum | 1,230 | ₹5,41,200 |
| 8 | (B-11.38.1(B)) Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006) Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 | 2,936 | Sqm | 786 | ₹23,07,696 |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge 1: 3: 6 or richer mix. (P-140/14.2.1) | 41 | Cum | 637 | ₹26,117 |
| 10 | 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). (P-74/6.1.6) | 60 | Cum | 2,838 | ₹1,70,280 |
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