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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.0 L+₹74,092.56 (8.94%)Rejected-Finance | ₹9.0 L+₹74,092.56 (8.94%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.4 L+₹2.1 L (25.2%)Rejected-Finance | ₹10.4 L+₹2.1 L (25.2%) | L3 | Rejected-Finance L3 |
| 4 | L4₹11.0 L+₹2.8 L (33.2%)Rejected-Finance | ₹11.0 L+₹2.8 L (33.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹11.2 L+₹2.9 L (34.9%)Rejected-Finance | ₹11.2 L+₹2.9 L (34.9%) | L5 | Rejected-Finance L5 |
Tender Value
₹11.5 L
EMD Value
₹11,523
Closing Date
23 Feb 2026, 3:00 pmClosed
EE PWSD ZP AHILYANAGAR.
EE PWSD ZP AHILYANAGAR.
STBT To ODR 146 Benawadi To Gadadwasti Road (VR - 62) ch 0/000 to 1/500 Km Tal Karjat Dist.Ahilyanagar
2026_AHMED_1278757_1
ZP/PWSD/WORKS/3054/2025-26
Open Tender
Civil Works
Percentage
180 days
AHILYANAGAR
AS PER NIT
2 documents required · 2 mandatory
₹1,180
₹11,523
30 Jul 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 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 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | 265.86 | Sqm | 7 | ₹1,861.02 |
| 2 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer | 139.26 | Cum | 1,030.77 | ₹1,43,545.03 |
| 3 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking rubble obtained by blasting.(Hand broken). | 63.3 | Cum | 1,080.77 | ₹68,412.74 |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 116.88 | Cum | 638.32 | ₹74,606.84 |
| 5 | Supplying soft murum at the road site, including conveying and stacking complete | 1 | Cum | 635.32 | ₹634.68 |
| 6 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | 202.56 | Sqm | 85 | ₹17,217.6 |
| 7 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 135.87 | Cum | - | - |
| 8 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete | 696.3 | Sqm | - | - |
| 9 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. | 633 | Sqm | 25 | ₹15,825 |
| 10 | 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) | - | Sqm | 1 | - |
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