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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.7 LAdmitted-Finance | -19.00% | ₹18.7 L | L1 | Admitted-Finance |
| 2 | L2₹20.1 LAdmitted-Finance | -12.60% | ₹20.1 L | L2 | Admitted-Finance |
| 3 | L3₹20.7 LAdmitted-Finance | -9.89% | ₹20.7 L | L3 | Admitted-Finance |
| 4 | L4₹21.1 LAdmitted-Finance | -10.90% | ₹21.1 L | L4 | Admitted-Finance |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
18 May 2026, 5:00 pmClosed
SE CIVIL JVVNL
NAYAPURA, KOTA
Augmentation with renovation of C/R bldg. with other allied work for approach road, yard development, b/wall and water supply system at 33 KV S/S Undwa.
2026_JVVNL_557783_17
NIT 03/2026-27 (KOTA)
Open Tender
Miscellaneous Works
150 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Accounts officer O and M JVVNL Kota
₹60,000
Yes
20 May 2026
9 May 2026
19 May 2026
9 May 2026
18 May 2026
11 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | PART A
E/W in excavation by mechanical means (hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in which or 10 sum on plan) inc lading 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. All kinds of soils. (B/1.8) | 23 | Cum | 178 | ₹4,094 | BI01010001010000000000000515BI0100001113 |
| 2 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand (B/1.27(a)) | 5 | Cum | 1,024 | ₹5,120 | BI01010001010000000000000515BI0100001114 |
| 3 | P&L 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. (A) 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone aggregate 40mm nominal size.) (B/3.1.6) | 119 | Cum | 3,302 | ₹3,92,938 | BI01010001010000000000000515BI0100001115 |
| 4 | RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand). (B/6.1.6) | 17 | Cum | 2,838 | ₹48,246 | BI01010001010000000000000515BI0100001116 |
| 5 | Random rubble dry stone kharanja under floor. (B/11.26) | 152 | Cum | 932 | ₹1,41,664 | BI01010001010000000000000515BI0100001117 |
| 6 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks. cement mortar1:6 (1 cement : 6 coarse sand). (B/5.1.2) | 3 | Cum | 4,263 | ₹12,789 | BI01010001010000000000000515BI0100001118 |
| 7 | Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : in Cement mortar 1 : 6 (1 cement : 6 coarse sand). (B/5.15.2) | 3 | Cum | 4,832 | ₹14,496 | BI01010001010000000000000515BI0100001119 |
| 8 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. (B/14.55) | 250 | Sqm | 15 | ₹3,750 | BI01010001010000000000000515BI0100001120 |
| 9 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) (A) For area of each slab upto 2001 to 5000 Sq.Cm. (B/11.18.2) | 5 | Sqm | 1,023 | ₹5,115 | BI01010001010000000000000515BI0100001121 |
| 10 | Kota stone slabs 25mm thick in riser of steps, Skirting, dado and pillars laid on 12mm (Average) thick cement mortar 1:3 (1cement:3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete: for area of each slab from 2001 to 5000 Sq.Cm. (B/11.19.2) | 4 | Sqm | 1,002 | ₹4,008 | BI01010001010000000000000515BI0100001122 |
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