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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.7 LAdmitted-Finance | -1.00% | ₹24.7 L | L1 | Admitted-Finance |
| 2 | L2₹24.7 L+₹249.91 (0.01%)Admitted-Finance NIRGUDSAR TAL AMBEGAON DIST PUNE | NIRGUDSAR | PUNE | MAHARASHTRA | -0.99% | ₹24.7 L+₹249.91 (0.01%) | L2 | Admitted-Finance |
| 3 | L3₹25.3 L+₹54,981.13 (2.22%)Admitted-Finance | +1.20% | ₹25.3 L+₹54,981.13 (2.22%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Quantitiy certificate not submited, Bid capacity not submited, work in hand is more than bid capacity bid capacity |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Stamp not valid, Bid capacity not valid,Simillar type of work done not submited, clearance certificate not submited, |
Tender Value
₹25.0 L
EMD Value
₹24,991
Closing Date
11 Aug 2026, 6:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
1.Construction of Pimparvane Sunil Rambhau Kengle to the house of Ravindra Laxman Kengle Road At VIllage Jambhori Tal Ambegaon
2026_RDPUN_1324438_1
ZPPune/North/e-Tender/4/26-27
Open Tender
Civil Works - Roads
Percentage
100 days
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
As per Tender notice
10 documents required · 10 mandatory
₹590
₹24,991
Yes
8 Sept 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 |
|---|---|---|---|---|---|
| 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 directed. | 179.96 | Cubic Metre | 119 | ₹21,414.65 |
| 2 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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 | 24 | Cubic Metre | 1,419 | ₹34,056 |
| 3 | 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. | 147.6 | Cubic Metre | 119 | ₹17,564.4 |
| 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) | 162.86 | Cubic Metre | 3,226.98 | ₹5,25,529.83 |
| 5 | Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness for
Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20
mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( Natural
Sand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Cost
of Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30
Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 | 196.89 | Cubic Metre | 9,080.32 | ₹17,87,842.37 |
| 6 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 78.96 | Cubic Metre | 654.98 | ₹51,717.22 |
| 7 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 78.96 | Cubic Metre | 79 | ₹6,237.84 |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | 394.8 | Square Metre | 21 | ₹8,290.8 |
| 9 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. | 7.5 | Running Metre | 2,021.55 | ₹15,161.63 |
| 10 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. | 7.5 | Running Metre | 2,848.59 | ₹21,364.43 |
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