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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.6 LAdmitted-Finance | -1.25% | ₹31.6 L | L1 | Admitted-Finance |
| 2 | L2₹31.9 LAdmitted-Finance | -0.20% | ₹31.9 L | L2 | Admitted-Finance |
| 3 | L3₹31.9 LAdmitted-Finance | -0.15% | ₹31.9 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Machinary M.O.S.T date not valid, affidivate samp not valid |
| 5 | Rejected-Technical A 404 CHIRAG APARTMENT SULTANABAD COLONY BEHRAM BAUG ROAD JOGESHWARI WEST MUMBAI 400102 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400102 | - | - | - | Rejected-Technical Rejected due to no Similar type of Work done |
Tender Value
₹31.9 L
EMD Value
₹31,950
Closing Date
15 May 2026, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune
Add.Chief Executive Officer Z.P.Pune 1 Wellesly road Camp Pune
89 Construction Of Dimbhe Dimbhe Kh. Gohe Bk. Upalwadi Gohe Kh. to SH112 Road , ODR-38 , Tal Ambegaon
2026_RDPUN_1301272_89
ZPPune/North/e-Tender/1/26-27
Open Tender
Civil Works - Roads
PUNE
As Per NIIT
9 documents required · 9 mandatory
₹590
₹31,950
29 May 2026
8 May 2026
18 May 2026
8 May 2026
15 May 2026
8 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 1 | Cubic Metre | 119 | ₹118.88 | BI01010001010000000000000515BI0100001114 |
| 3 | 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 directed. | 1 | Cubic Metre | 119 | ₹118.88 | BI01010001010000000000000515BI0100001115 |
| 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 I (Using Screening Type A (13.2) mm Aggregate) | 1 | Cubic Metre | 2,822.51 | ₹2,819.69 | BI01010001010000000000000515BI0100001116 |
| 5 | 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) | 0.2 | Cubic Metre | 2,772.19 | ₹554.44 | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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 | 328.56 | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) | - | Square Metre | 258.51 | - | BI01010001010000000000000515BI0100001119 |
| 8 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) (Non SCADA Item) | - | Cubic Metre | 8,003.27 | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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 | 21.8 | - | BI01010001010000000000000515BI0100001121 |
| 10 | 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 | 206.69 | - | BI01010001010000000000000515BI0100001122 |
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