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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹98.7 LAdmitted-Finance | -23.88% | ₹98.7 L | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -16.00% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -14.88% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | -14.87% | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance | -10.20% | ₹1.2 Cr | L5 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer KDA, Kota
KDA, Kota
Construction of CC Road from Radha Rani Restaurant to Canal Link road and Patan Road to Girdharpura village road near Radha Rani restaurant, Kota
2026_UITKo_581499_1
17/2026-27 (71)
Open Tender
Civil Works
Percentage
120 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
online sso
₹2.6 L
Yes
14 Aug 2026
4 Aug 2026
12 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 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 | 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 | - | Cum | 178 | - |
| 2 | Transportation of excavated earth from site including loading – unloading etc. complete with all lead and lift.(For 5 Km lead).
Earth, Sand, Lime, Morrum manure or sludge | - | Cum | 125 | - |
| 3 | Random rubble dry stone Kharanja under floor. | - | Cum | 932 | - |
| 4 | 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.
M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | 3,847 | - |
| 5 | 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. | 975 | Sqm | 157 | ₹1,53,075 |
| 6 | 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 | - | Cum | 4,934 | - |
| 7 | 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) | 1 | Kg | 77 | ₹76.92 |
| 8 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | - | Kg | 96 | - |
| 9 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202
By Mechanical Means
Bituminous Courses & Granular Courses | 962.5 | Cum | 100 | ₹96,250 |
| 10 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 1,172.5 | Cum | 31 | ₹36,347.5 |
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