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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.1 LAdmitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | -15.11% | ₹20.1 L | L1 | Admitted-Finance |
| 2 | L2₹20.4 LAdmitted-Finance | -13.86% | ₹20.4 L | L2 | Admitted-Finance |
| 3 | L3₹22.8 LAdmitted-Finance | -3.31% | ₹22.8 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 106 DAROOGA MOHALLA LAL KOTHI AHOO DARWAJA DIG | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Updated dates
Tender Value
₹23.6 L
EMD Value
₹47,200
Closing Date
7 May 2026, 11:30 amClosed
SE CIVIL JODHPUR
NPH JODHPUR
Construction of Foundation for 1 No 220 KV Bay for M/s Rays Expert at 400 KV GSS, Surpura, Jodhpur
2026_RRVPN_552031_1
NIT No.03 (2026-27) SE CIVIL RVPN JODHPUR
Open Tender
Civil Works
180 days
400 KV GSS, Surpura
Tender document ,fees Registration Certificate, GST Registration Certificate, etc.
2 documents required · 2 mandatory
₹1,180
AO T and C RRVPNL JODHPUR
₹47,200
Yes
15 May 2026
17 Apr 2026
8 May 2026
17 Apr 2026
7 May 2026
17 Apr 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-1/1.8) 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 | - | P.Cum | - | - |
| 2 | (B-1/1.6) 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 | - | P.Cum | - | - |
| 3 | ( B-1/1.1) 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.Sqm | - | - |
| 4 | (B-4/4.1.7) Disposal/carriage of earth inculding loading unloading and transportation with in a lead of 3.0 KM complete as per direction of | - | P.Cum | - | - |
| 5 | ( B-1/3.1.6) 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). | - | P.Cum | - | - |
| 6 | (B-1/4.1) 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 | - | P.Cum | - | - |
| 7 | (B-4/4.9) 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. | - | P.Sqm | - | - |
| 8 | (B-4/4.13.3) 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) | - | P.Kg | - | - |
| 9 | (B-11/11.38.1(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 | - | P.Sqm | - | - |
| 10 | (G-/293+G-4/4.2.14) Supply and stacking 40 mm single size aggregate ballast free from kutch stones organic matter and vegetationncluding loading unloading & transportation with in a lead of 30 KM complete in all respect as per direction engineer incharge. | - | P.Cum | - | - |
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