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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | -21.00% | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 LAdmitted-Finance 0 322230 | KARAULI | RAJASTHAN | 322230 | -14.88% | ₹4.4 L | L2 | Admitted-Finance |
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
CIVIL WORK
2026_UITKo_581053_1
NIT 17/2026-27 (4)
Open Tender
Civil Works
Percentage
60 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 Secrectry KDA, 500 MD RISL
₹12,000
Yes
18 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 |
|---|---|---|---|---|---|
| 1Dismantling 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 | |||||
| 1.1 | By Manual Means | - | - | - | - |
| 1.2 | Bituminous Courses | 22.5 | CUM | 445 | ₹10,012.5 |
| 1.3 | Granular Courses | 45 | CUM | 312 | ₹14,040 |
| 2Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. | |||||
| 2.1 | Building Rubbish Stone metal (Grit and ballast etc.) | - | - | - | - |
| 2.2 | For 5 Km. | 67.5 | CUM | 72.6 | ₹4,900.5 |
| 3Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. | |||||
| 3.1 | By Mechanical Means with all lead | 33.75 | CUM | 1,147 | ₹38,711.25 |
| 4 | Construction of dry lean cement concrete 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 blending to be as per table 600-1, cement content not to be less than 150 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 tonnes vibratory roller, finishing and curing. | 22.5 | Cum | 2,715 | ₹61,087.5 |
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