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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | +8.51% | ₹8.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 LAdmitted-Finance | +15.72% | ₹8.6 L | L2 | Admitted-Finance |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
14 May 2026, 5:00 pmClosed
SE CIVIL JVVNL, Kota
SE CIVIL JVVNL, NEAR GOVT. COLLEGE, NAYAPURA, KOTA
R and M of Minor urgent repairing works in Residential Qtr. At Todaraisingh.
2026_JVVNL_557256_9
E-NIT 02/2026-27
Open Tender
Civil Works
150 days
Tonk Circle
Please refer Tender documents.
3 documents required · 3 mandatory
₹236
AO (O and M)JVVNL, TONK Through NEFT/RTGS/IMPS/UPI
₹17,000
Yes
19 May 2026
8 May 2026
15 May 2026
9 May 2026
14 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. (B-1.31) | 150 | Sqm | 5 | ₹750 | 1 |
| 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 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-1.8) | 24 | Cum | 178 | ₹4,272 | 2 |
| 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) | 6 | Cum | 3,302 | ₹19,812 | 3 |
| 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) | 26 | Cum | 2,838 | ₹73,788 | 5 |
| 5 | P & L in position specifed grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1: 3 (1cement : 3 coarse sand) and making good the joints & cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix /Design Mix. (B-4.1) | 2 | Cum | 4,934 | ₹9,868 | 700 |
| 6 | S & F stone lintels / bed plates of approved quarry rough dressed in cement mortar 1:4 : Up to 15 cm thick. (B-6.18.1) | 0.5 | Cum | 9,621 | ₹4,810.5 | 9 |
| 7 | P & L in position specified grade of CC for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1: 3 (1cement :3 coarse sand) and making good the joints & cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15̊ landings, balconies, shelves, chjjas, lintels, bands, plain windows sills, staircases and spiral staircases. M20 grade Nominal Mix / Design Mix. (B-4.3) | 4 | Cum | 5,185 | ₹20,740 | 10 |
| 8 | C & S with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for superstructure up to floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintl, beam etc.(B-4.10.2) | 45 | Sqm | 340 | ₹15,300 | 11 |
| 9 | P & F reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS:1139). (B-4.13.2) | 500 | Kg | 77 | ₹38,500 | 12 |
| 10 | Half brick masonry in superstructure, above plinth level upto floor V level using bricks of designation 75. Cement mortar 1:6 (1cement: 6 coarse sand). (B-5.8.3) | 15 | Sqm | 526 | ₹7,890 | 13 |
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