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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.0 LAdmitted-Finance | -0.30% | ₹24.0 L | L1 | Admitted-Finance |
| 2 | L2₹24.8 L+₹79,320.52 (3.31%)Admitted-Finance | +3.00% | ₹24.8 L+₹79,320.52 (3.31%) | L2 | Admitted-Finance |
| 3 | L3₹25.0 L+₹1.0 L (4.31%)Admitted-Finance | +4.00% | ₹25.0 L+₹1.0 L (4.31%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
10 Sept 2026, 5:00 pmClosed
Additional Chief Executive officer, Zilla Parishad
Executive Engineer Works Division No.1, Z.P.Yavatmal
IMPROVEMENT OF MOR 22 TO MSH-6 TO BHAM BECHKHEDA RAMNAGAR TANDA ROAD.ODR-61 IN CH.8/400 TO 9/00 KM TQ./DIST YAVATMAL
2026_YAVAT_1333148_1
NIT-4B/2026-2027/2nd Call
Open Tender
Civil Works
Percentage
180 days
YAVATMAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹30,000
17 Sept 2026
31 Aug 2026
11 Sept 2026
31 Aug 2026
10 Sept 2026
31 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 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m, and spreading for embankment or stacking as directedSSR IT NO.2.11 | 283.5 | Cum | 119 | ₹33,736.5 |
| 2 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complele as per clause 401-By Mix in Place Method and Grading - Material
SSR IT NO.3.040 | 23.63 | Cum | 2,338.15 | ₹55,250.48 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. By Mechanical Means-Grading | (Using Screening Type A (13.2) mm Aggregate)SSR IT NO.3.180 | - | Cum | 2,861.35 | - |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
SSR IT NO.3.20 | 1 | Cum | 2,810.6 | ₹2,807.79 |
| 5 | Providing and constructing 50 mm thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506, etc. complete. Including picking of existing WBM surface (VG-30 bulk bitumen rates are considered to arrive at rates)SSR IT NO.3.371 | - | SQM | 254.4 | - |
| 6 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen Of specified grade at the rate of 0.30 Kg Sqm. (on existing bitumen surface.))SSR IT NO.3.381 | - | SQM | 269.7 | - |
| 7 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime/tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)SSR IT NO.4.12 | - | SQM | 243.85 | - |
| 8 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)SSR IT NO.4.13 | - | SQM | 130.35 | - |
| 9 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.SSR IT NO.2.291 | - | Cum | 687.2 | - |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width completeSSR IT NO.2.30 | - | Cum | 79 | - |
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