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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC PIMPALE TAL SANGAMNER DIST AHILYANAGAR MAHARASHTRA 422605 | SANGAMNER | AHILYANAGAR | MAHARASHTRA | 422605 | ₹15.3 L Quoted ₹12.7 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹13.0 LRejected-Finance | ₹13.0 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹13.0 LRejected-Finance | ₹13.0 L | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹15.3 L
EMD Value
₹15,336
Closing Date
27 Nov 2025, 3:00 pmClosed
Exe Eng P W D N Z P Ahilyanagar
Exe Eng P W D N Z P Ahilyanagar
STBT To KHANDGAON TO VR 157 (NH 50 TO ZOLE) ROAD (VR 161) Ch no. 1/00 To 2/00 Tal-Sangamner Dist Ahilyanagar
2025_AHMED_1249522_1
ZP/PWND/WORKS/2/2024-25
Open Tender
Civil Works
180 days
Ahilyanagar
AS PER NIT
2 documents required · 2 mandatory
₹0
₹15,336
27 Mar 2026
20 Nov 2025
28 Nov 2025
20 Nov 2025
27 Nov 2025
20 Nov 2025
Item No.1 - Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
Item No.2 - Excavation for catch / side water gutter in Hard murum strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Item No.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)80 mm Metal, By breaking Boulders (Hand broken).
Item No.4 - 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 Boulders (Hand broken).
Item No.5 - Supplying soft murum at the road site, including conveying and stacking complete.
Item No.6 - Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Item No.7 - Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
Item No.8 - Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Item No.9 - Compacting the sub grade / gravel / Oversize metal (200 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
Item No.10 - 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.
Item No.11 - Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, 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 rates are considered to arrive at rates)
Item No.12 - Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.50kg/10 sqm.VG-30 bulk bitumen
Item No.13 - 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 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)
Item No.14 - Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG-30 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.
Item No.15 - Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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