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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.6 LAdmitted-Finance | -30.09% | ₹50.6 L | L1 | Admitted-Finance |
| 2 | L2₹51.7 LAdmitted-Finance | -28.57% | ₹51.7 L | L2 | Admitted-Finance |
| 3 | L3₹56.1 LAdmitted-Finance | -22.61% | ₹56.1 L | L3 | Admitted-Finance |
| 4 | L4₹61.7 LAdmitted-Finance | -14.87% | ₹61.7 L | L4 | Admitted-Finance |
| 5 | L5₹62.2 LAdmitted-Finance FL 404 4TH FLOOR MONT BLANC CHS LTD PLOT NO 138 SEC 13 KHARGHAR DIST RAIGAD NAVI MUMBAI 410 210 | NAVI MUMBAI | RAIGAD | MAHARASHTRA | 410210 | -14.11% | ₹62.2 L | L5 | Admitted-Finance |
Tender Value
₹72.4 L
EMD Value
₹1.4 L
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
CIVIL WORK
2026_UITKo_581070_1
NIT 17/2026-27 (11)
Open Tender
Civil Works
Percentage
180 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
3500 Secrectry KDA, 1500 MD RISL
₹1.4 L
Yes
17 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
11 Aug 2026
6 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 | 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 | 941.38 | Cum | 100 | ₹94,138 |
| 2 | Carriage 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. | 941.38 | Cum | 79.55 | ₹74,886.78 |
| 3 | Crusher 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 | 961.88 | Cum | 1,139 | ₹10,95,581.32 |
| 4 | Dry 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. | 444.6 | Cum | 2,715 | ₹12,07,089 |
| 5 | Providing 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 | 855 | cum | 5,500 | ₹47,02,500 |
| 6 | Raising 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. | 35 | No. | 1,955 | ₹68,425 |
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