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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | +14.88% | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 LAdmitted-Finance | +16.00% | ₹7.7 L | L2 | Admitted-Finance |
Tender Value
₹11.5 L
EMD Value
₹23,000
Closing Date
4 Feb 2026, 6:00 pmClosed
SE CIVIL RVPN UDR
PATEL NAGAR UDAIPUR
Civil Works in Augmentation of Transformer-2 at 132 KV Raipur (Bhilwara)
2026_RRVPN_531551_1
SE CIVIL RVPN UDR NIT 20 S.NO. 3
Open Tender
Civil Works
120 days
RAIPUR
PLEASE REFER NIT AND TENDER DOCUMENTS
2 documents required · 2 mandatory
₹1,180
AO T AND C RVPN/MD RISL
₹23,000
Yes
17 Feb 2026
23 Jan 2026
5 Feb 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
(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.
(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.
(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).
(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.
(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.
(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).
(B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick.
(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.
(G-3/3.291) Supply of stone aggregates (single size): 63 mm nominal size.
(G-37/4.2) Carriage of material: Building rubbish stone metal (grit & ballast). Lead for 60 Km.
(S-257/3.44.2) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia.
(S-257/3.45.4.ii) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipe fittings type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. Bend 87.5
(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).
(B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness.
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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). B-3.1.1
Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size(22.5 x 25) x 30 cm 2 .R-16.35.6
Item Rate BoQ
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NUMBER #
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).
Labour charges for collecting existing gravel from charged yard during day hours with the help of wooden basket, screening the same and stacking as per standard specification of screened gravel / rubbish received after screening. The cost of work includes spreading the screened gravel in 100 mm thick layer with due care against any accident. The work is to be done as per direction of Engineer in charge
Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200 mm, CC 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 Gl 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).
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