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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹18.7 L+₹20,835.96 (1.13%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | m/s. jaibhawani construction co. meda (Raniwara) L2 | M/S AANJANA INFRA L1 |
|---|---|---|---|---|---|
| 1.00 | Labour charge of collection of existing spreaded 20-63 mm nominal size Hand / Crusher broken stone agregate of any thickness from GSS yard by manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation. This aggregate should be screened & stacked properly. Then this screened aggregate shalll be laid in 100 mm thick layer in yard as directed, with due care with all lead, lift. | 125 | P.Cum | 700 ₹87,500 | 647 ₹80,875 Lowest |
| 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. | 95 | P.Cum | 200 ₹19,000 | 197 ₹18,715 Lowest |
| 3.00 | Supply & Fling 30 mm thick ferro cement RCC
cable trench covers up to span 1200 mm, CC grade M3O having outer frarrie 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 palnt. 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). | 90 | P.Sqm | 1,300 ₹1,17,000 | 1,265 ₹1,13,850 Lowest |
Tender Value
₹24.3 L
EMD Value
₹48,660
Closing Date
3 Sept 2026, 11:30 amClosed
SE Civil Jodhpur
NPH JODHPUR
Transformer Augmentation work of 20/25 MVA Transformer-II and 132/33 KV Bay at 132 KV GSS, Desuri, Distt. Pali
2026_RRVPN_591620_4
NIT No.11 (2026-27) SE CIVIL RVPN JODHPUR
Open Tender
Civil Works
Percentage
120 days
132 KV GSS, Desuri, Distt. Pali
Tender document ,fees Registration Certificate, GST Registration Certificate, etc.
2 documents required · 2 mandatory
₹1,180
AO T and C RRVPNL KANKANI
₹48,660
Yes
16 Sept 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
3 Sept 2026
24 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 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 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. ( B - 1 /1.8 ). All kind of soils | 66 | P.Cum | 178 | ₹11,748 |
| 2 | 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 up to 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. Hard Rock Blasting Porihibited (B/1.9.3) | 99 | P. Cum | 551 | ₹54,549 |
| 3 | Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B -3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size | 14 | P.Cum | 3,962 | ₹55,468 |
| 4 | 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded stone aggregate 20 mm nominal size) (B/3.1.2) | 1 | P.Cum | 5,549 | ₹5,549 |
| 5 | P/L in position specified grade of reinforced cement concrete for RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plasticizers (if required) excluding cost of centering and shuttering and reinforcement- M20 grade Nominal Mix/ Design Mix (B-4.1) | 51 | P.Cum | 5,921 | ₹3,01,971 |
| 6 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations , footings, strap beams, rafts, bases of columns, etc. (B-20 / 4.9) | 287 | P.Sqm | 173 | ₹49,651 |
| 7 | P/ 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 three level.Tremo Mechanically treated bars (Conforming of relevent IS code) ( B / 4.13.3) | 2,155 | P.Kg. | 82 | ₹1,76,710 |
| 8 | Random Rubble stone masonary with hard stone in foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in : Cement Sand Mortar 1:6 (1-Cement:6-Sand). (B/6.1.6) | 13 | P.Cum | 3,406 | ₹44,278 |
| 9 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-3.16.3) | 75 | RM | 300 | ₹22,500 |
| 10 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm bend 87.5 Dg. (S-3.17.9) | 12 | Each | 164 | ₹1,968 |
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