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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance A P RAJURI TAL JUNNER | -1.00% | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 L+₹24,755.82 (2.02%)Admitted-Finance | +1.00% | ₹12.5 L+₹24,755.82 (2.02%) | L2 | Admitted-Finance |
| 3 | L3₹12.5 L+₹28,469.19 (2.32%)Admitted-Finance | +1.30% | ₹12.5 L+₹28,469.19 (2.32%) | L3 | Admitted-Finance |
| 4 | L4₹12.6 L+₹38,495.29 (3.14%)Admitted-Finance | +2.11% | ₹12.6 L+₹38,495.29 (3.14%) | L4 | Admitted-Finance |
| 5 | L5₹12.8 L+₹56,319.48 (4.60%)Admitted-Finance | +3.55% | ₹12.8 L+₹56,319.48 (4.60%) | L5 | Admitted-Finance |
Tender Value
₹12.4 L
EMD Value
₹12,378
Closing Date
19 Aug 2026, 6:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp pune 01
22. CONSTRUCTION OF MALIMALA WAGHJAI MANDIR ROAD AT MANGRULE TAL. JUNNAR
2026_RDPUN_1327426_22
ZPPune/North/e-Tender/8/26-27
Open Tender
Civil Works - Roads
Percentage
100 days
Z.P.Pune WellaslayRd.Camp pune 01
As per Tender notice
10 documents required · 10 mandatory
₹590
₹12,378
Yes
11 Sept 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
19 Aug 2026
12 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | - | Square Metre | 12 | - |
| 2 | 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 I (Using Screening Type A (13.2) mm Aggregate) | - | Cubic Metre | 2,822.51 | - |
| 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 II (Using Screening Type B (11.2 mm) Aggregate) | - | Cubic Metre | 2,772.19 | - |
| 4 | 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) | - | Square Metre | 243.57 | - |
| 5 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | - | Square Metre | 21.6 | - |
| 6 | 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)(Non SCADA item) | - | Square Metre | 205.74 | - |
| 7 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. 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) | - | Square Metre | 80.65 | - |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 1 | Cubic Metre | 654.98 | ₹654.33 |
| 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 1 | Cubic Metre | 79 | ₹78.92 |
| 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | 1 | Square Metre | 21 | ₹20.98 |
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