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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.4 LAdmitted-Finance | -20.50% | ₹14.4 L | L1 | Admitted-Finance |
| 2 | L2₹14.6 LAdmitted-Finance | -19.30% | ₹14.6 L | L2 | Admitted-Finance |
| 3 | L3₹15.4 LAdmitted-Finance | -14.99% | ₹15.4 L | L3 | Admitted-Finance |
| 4 | L4₹15.6 LAdmitted-Finance | -13.87% | ₹15.6 L | L4 | Admitted-Finance |
| 5 | L5₹15.8 LAdmitted-Finance | -12.50% | ₹15.8 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹18.1 L
EMD Value
₹36,200
Closing Date
20 Apr 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_548306_1
NIT 41/2025-26 (7)
Open Tender
Civil Works
90 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
1500 Secrectry KDA, 500 MD RISL
₹36,200
Yes
28 Apr 2026
26 Mar 2026
21 Apr 2026
26 Mar 2026
20 Apr 2026
26 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 2Providing 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | |||||
| 3Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | |||||
| 4Providing 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 | |||||
| 5Centering 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. | |||||
| 6Providing 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) | |||||
| 7Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | |||||
| 8Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) | |||||
| 9Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. | |||||
| 10Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | |||||
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