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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -25.71% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹18.5 LAdmitted-Finance | -22.54% | ₹18.5 L | L2 | Admitted-Finance |
| 3 | L3₹19.0 LAdmitted-Finance | -20.21% | ₹19.0 L | L3 | Admitted-Finance |
| 4 | L4₹19.8 LAdmitted-Finance | -16.99% | ₹19.8 L | L4 | Admitted-Finance |
| 5 | L5₹20.2 LAdmitted-Finance | -15.30% | ₹20.2 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹23.9 L
EMD Value
₹47,800
Closing Date
20 Apr 2026, 6:00 pmClosed
Secretary KDA Kota
KDA Kota
Construction of Singh Dwar in Rendal Park at Ward 61 Kota
2026_UITKo_548734_1
41/2025-26 (16)
Open Tender
Civil Works
90 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
OnlineSSO Portal
₹47,800
Yes
28 Apr 2026
27 Mar 2026
21 Apr 2026
27 Mar 2026
20 Apr 2026
27 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 soilsBy Mannual Means | |||||
| 2Excavation work 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 getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Ordinary rock | |||||
| 3Providing 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). | |||||
| 4M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | |||||
| 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 laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix | |||||
| 7Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level forColumns, pillars, posts and struts etc. | |||||
| 8Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | |||||
| 9Providing 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 levelHot rolled deformed bars (IS : 1139). | |||||
| 10Stone cladding/ flooring work dressed bansi paharpur stone in traditional style used in cladding/flooring thk 20-25 mm. with patterns over 25 and 50 mm. thick base in cm 1:6 including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm. as per enclosed drawing and details and instruction of engineer incharge | |||||
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