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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.9 LAdmitted-Finance | -0.01% | ₹15.9 L | L1 | Admitted-Finance |
| 2 | L2₹16.1 L+₹24,129.19 (1.52%)Admitted-Finance | +1.51% | ₹16.1 L+₹24,129.19 (1.52%) | L2 | Admitted-Finance |
| 3 | L3₹16.2 L+₹31,907.68 (2.01%)Admitted-Finance | +2.00% | ₹16.2 L+₹31,907.68 (2.01%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹15.9 L
EMD Value
₹15,874
Closing Date
9 Feb 2026, 3:00 pmClosed
EE PWND ZP AHILYANAGAR
EE PWND ZP AHILYANAGAR
Strengthening From MDR 26 Deolali to Taklimiya Road to Trimbakpur Trimbakpur Shiv At Taklimiya VR-66 Km 0/00 to 2/00 Tal- Rahuri Dist- Ahilyanagar
2026_AHMED_1273692_1
Z.P./P.W.N.D/30-54/7/20-25-26
Open Tender
Civil Works
Percentage
180 days
AHILYANAGAR
AS PER NIT
2 documents required · 2 mandatory
₹590
₹15,874
31 Aug 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
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.
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.
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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)
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 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
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)
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)
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