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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted with shortfall |
| 3 | Accepted-Technical H NO B 6 NANAKSAR NAGAR NANAKSAR NAGAR OPPOSITE RAIL COACH FACTORY KAPURTHALA PUNJAB 144602 | KAPURTHALA | PUNJAB | 144602 | Accepted-Technical Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical B ED COLLEGE ROAD NEAR SHIV MANDIR SAKATPURA KOTA 324008 | KOTA | RAJASTHAN | 324008 | 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
₹19.4 L
EMD Value
₹38,880
Closing Date
24 Aug 2026, 5:00 pmClosed
SE Civil RRVPNL Bikaner
66 KV GSS Sangalpura , Jaipur road Bikaner
Civil work for augmentation of 31.50 MVA Transformer at 132 KV GSS RD710
2026_RRVPN_583956_15
NIT 11 (2026-27) SE CIVIL BIKANER
Open Tender
Miscellaneous Services
Percentage
180 days
132 KV GSS RD710
As per bid Document
2 documents required · 2 mandatory
₹1,180
AO( T and C) RRVPNL
₹38,880
Yes
11 Sept 2026
13 Aug 2026
25 Aug 2026
13 Aug 2026
24 Aug 2026
13 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 | B-83/1.8 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 | 60 | P.Cum | 178 | ₹10,680 |
| 2 | B-92/3.1.6 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). | 5 | P.Cum | 3,962 | ₹19,810 |
| 3 | B-97/4.1 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 | 50 | P.Cum | 5,921 | ₹2,96,050 |
| 4 | B-100/4.13.3 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 upto floor five level.Thermo-mechanically Treated bars (Conforming of relevent IS code) | 1,160 | P.Kg | 82 | ₹95,120 |
| 5 | B-99/4.9 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. | 260 | P.Sqm | 173 | ₹44,980 |
| 6 | B-189/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. | 50 | P.Sqm | 228 | ₹11,400 |
| 7 | S-325/ 3.16.3 P & F rigid PVC pipe (IS :4985 mark) class II/ (4 Kg./cm2) approved quality/make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia | 60 | R.Mtr. | 300 | ₹18,000 |
| 8 | S-326/3.17.9 (II) P & F rigid PVC pipe (IS :4985 mark) class II/ (4 Kg./cm2) approved quality/make including joining the pipe with solvent cement rubber ring and lubricant Bend 87.5 110 mm dia | 20 | Each | 164 | ₹3,280 |
| 9 | B- 185/11.38.1 (B) /Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification)
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 A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 | 1,005 | Sqm | 898 | ₹9,02,490 |
| 10 | B-86/1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil | 1,005 | Sqm | 9 | ₹9,045 |
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