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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L Quoted ₹15.0 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹15.5 LRejected-Finance MU PIMPALKHED PO SHELUKHADSE TA RISOD JI WASHIM | RISOD | WASHIM | MAHARASHTRA | ₹15.5 L | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹15.9 LRejected-Finance | ₹15.9 L | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹16.4 LRejected-Finance | ₹16.4 L | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹17.7 LRejected-Finance GOVARDHAN TA RISOD DIST WASHIM MAHARASHTRA | RISOD | WASHIM | MAHARASHTRA | ₹17.7 L | L5 | Rejected-Finance 5th lowest |
Tender Value
₹17.7 L
EMD Value
₹17,651
Closing Date
27 Dec 2025, 5:00 pmClosed
Add CEO Z P Washim
Zilla Parishad Washim
Construction of Minor Bridge on Lehani Gobhani Road VR 17 Km 0/100 Tq. Risod Dist. Washim
2025_WASHI_1261564_28
ZPWASHIM/WORKS/Tender NIT No.7/2025-2026/1stcall
Open Tender
Civil Works
30 days
Washim
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
₹17,651
Works Division z p Washim
12 May 2026
20 Dec 2025
29 Dec 2025
20 Dec 2025
27 Dec 2025
20 Dec 2025
24 Dec 2025
Construction of Minor Bridge on Lehani Gobhani Road VR 17 Km 0/100 Tq. Risod Dist. Washim Under 3054-3264 (2025-26)
Item No. 1 :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary & disposing off excavated stuff as directed etc. complete. [BR.3 P.No. 102] (S.S.R.I.No. 12.02)
Item No. 2 :- Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. [Spec.No. : As directed by Engineer incharge.] (S.S.R. I.No. 21.4 P.No. 152 )
Item No. 3 :- Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) [BR.5 P.No. 105 & B.7, P.No. 38] (S.S.R.I.No. 12.25)
Item No. 4 :- 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) [CD.15 P.No. 168 & B.7. P.No. 38] (S.S.R. I.No. 11.25)
Item No. 5 :- Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. [MORT&H (5th Rev.) 1700, 2204] (SSR I.No 17.38)
Item No. 6 :- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. [CD.7 Page.No. 162] (S.S.R.I.No. 11.12)
Item No. 8 :- 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 & 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) [As directed by Engineer incharge] (S.S.R.I.No. 50.57)
Item No. 9 :- 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 & 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) [As directed by Engineer incharge] (S.S.R.I.No. 50.57)
Item No. 10 :- Supplying soft murum at the road site, including conveying and stacking complete. (S.S.R.I.No. 2.29b)
Item No. 11 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. [MORTH 408] (S.S.R.I.No. 2.29)
Item No. 12 :- Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . [As directed by Engineer-in-charge] (S.S.R.I.No. 50.58)
Item No. 13 :- Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. [Spec.No. :Rd.28 Page No. 205] (S.S.R.I.No. 2.30)
Item No. 14 :- Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. [MORTH 408] (S.S.R.I.No. 2.31)
Item No. 15 :- 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. [As directed by Engineer-in-charge] (S.S.R.I.No. 50.59)
Item No. 16 :- 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 & artificial watering complete [As directed by Engineer-in-charge] (S.S.R.I.No. 50.61)
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