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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | -28.28% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 CrAdmitted-Finance | -26.18% | ₹3.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.4 CrAdmitted-Finance | -25.21% | ₹3.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.4 CrAdmitted-Finance | -25.01% | ₹3.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.7 CrAdmitted-Finance | -19.29% | ₹3.7 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_548321_1
NIT 41/2025-26 (34)
Open Tender
Civil Works
180 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
7500 Secretary, KDA ,Kota 2500 MD RISL,Jaipur
₹9.2 L
Yes
15 May 2026
26 Mar 2026
1 May 2026
26 Mar 2026
30 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 |
|---|---|---|---|---|---|
| 1Construction 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 | |||||
| 2Carriage 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. | |||||
| 3Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mixing plant method With 37.5 mm maximum size of aggregates | |||||
| 4Dry 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. | |||||
| 5Providing 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 | |||||
| 6Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer. | |||||
| 7Earth 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 | |||||
| 8Carriage of materials Earth, Sand, Lime, Morrum manure or sludge including all lead and lift and loading & unloading. Up to 5 KM | |||||
| 9Random rubble dry stone Kharanja under floor. | |||||
| 10Providing 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. | |||||
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