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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.0 LAdmitted-Finance | -28.34% | ₹51.0 L | L1 | Admitted-Finance |
| 2 | L2₹54.9 LAdmitted-Finance | -22.88% | ₹54.9 L | L2 | Admitted-Finance |
| 3 | L3₹55.6 LAdmitted-Finance | -21.99% | ₹55.6 L | L3 | Admitted-Finance |
| 4 | L4₹55.7 LAdmitted-Finance | -21.77% | ₹55.7 L | L4 | Admitted-Finance |
| 5 | L5₹57.1 LAdmitted-Finance | -19.80% | ₹57.1 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹71.2 L
EMD Value
₹1.4 L
Closing Date
20 Apr 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_548301_1
NIT 41/2025-26 (5)
Open Tender
Civil Works
150 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
Yes
3500 Secretary, KDA ,Kota 1500 MD RISL,Jaipur
₹1.4 L
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 |
|---|---|---|---|---|---|
| 1Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed materialspreadinginuniform layers withmotorgraderF.Eloaderona prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lightingguarding,barricadingandmaintenanceofdiversion | |||||
| 2Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. | |||||
| 3Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade | |||||
| 4Providing 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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | |||||
| 5Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | |||||
| 6Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge up to lead For 10 Km. | |||||
| 8Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. | |||||
| 8.1 | 1000 mm dia | - | Rmt | - | - |
| 8.2 | 600 mm dia | - | Rmt | - | - |
| 9Earth 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 | |||||
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