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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAccepted-AOC MU KOYALI BU PO NAVLI TA RISOD DIST WASHIM | RISOD | WASHIM | MAHARASHTRA | 444505 | ₹27.3 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹27.6 LRejected-Finance | ₹27.6 L | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹28.7 LRejected-Finance | ₹28.7 L | L3 | Rejected-Finance 3rd lowest |
Tender Value
₹27.3 L
EMD Value
₹27,347
Closing Date
30 Jan 2026, 5:00 pmClosed
Add CEO Z P Washim
Zilla Parishad Washim
Construction of Cement Concrete Road For Olandeshwar Sansthan At. Koyali Bk. Tq. Risod Distt. Washim
2026_WASHI_1270890_4
ZPWASHIM/WORKS/Tender NIT No.13/2025-2026/1stcall
Open Tender
Civil Works
30 days
WASHIM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
₹27,347
Works Division z p Washim
9 Apr 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
27 Jan 2026
Construction of Cement Concrete Road For Olandeshwar Sansthan At. Koyali Bk. Tq. Risod Distt. Washim (Under Paryatan vikas yojan-25-26
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 catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending ngineer.
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).
Supplying Hard murum / kankar at the road side, including conveying and stacking complete.
Supplying soft murum at the road site, including conveying and stacking complete.
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
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.
Compacting the hard murum side widths layerwise on each side with Power roller including necessary artificial watering complete .
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.
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)
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 and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.
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