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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | +8.81% | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹7.2 L (1.81%)Admitted-Finance | +11.11% | ₹4.1 Cr+₹7.2 L (1.81%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B.C.C & CO. L2 | Prem Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Supply & Fixing 30 mm thick ferro cement RCC cable trench cover up to span 1200 mm, C.C. 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 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 resistant paint. The above covers shall to take for live load of 2000 kg/sqm and and minimum ultimate load of 3000 kg/sqm under deflection not exceeding L/25(Inclusive of transportation charges.) | 650 | Sqm | 1,650 ₹10,72,500 | 1,500 ₹9,75,000 Lowest |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
9 Jul 2026, 6:00 pmClosed
Superintending Engineer Civil RVPN Udaipur
Patel Circle Udaipur
Construction of Drainage System and RCC Protection Wall for Control Room Building and Yard at 132 kV GSS Kelwara
2026_RRVPN_572073_1
SE CIVIL RVPN UDR NIT 07/26-27 S NO 01
Open Tender
Civil Works
Percentage
330 days
132 kV GSS Kelwara
Please refer NIT and tender documents
2 documents required · 2 mandatory
₹5,900
AO T and C RVPN Udaipur / MD RISL Jaipur
₹7.3 L
Yes
7 Aug 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 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-44/1.6) 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. | 4,290 | Cum. | 175 | ₹7,50,750 |
| 2 | (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. | 4,430 | Cum. | 251 | ₹11,11,930 |
| 3 | (B-44/1.7.3) 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%.
Note: An amount on account of 30 % quantity of excavated volume as useful material shall be recovered at the rate of Rs 575.00 P.Cum. | 4,210 | Cum. | 540 | ₹22,73,400 |
| 4 | (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). | 440 | Cum. | 3,302 | ₹14,52,880 |
| 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. | 1,390 | Cum. | 4,934 | ₹68,58,260 |
| 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. | 3,480 | Sqm. | 157 | ₹5,46,360 |
| 7 | (B-59/4.2) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix | 1,190 | Cum. | 5,609 | ₹66,74,710 |
| 8 | (B-61/4.10.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course. | 4,390 | Sqm. | 289 | ₹12,68,710 |
| 9 | (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). | 1,41,000 | Kg. | 77 | ₹1,08,57,000 |
| 10 | (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). | 860 | Cum. | 2,838 | ₹24,40,680 |
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