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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L Quoted ₹7.9 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹8.0 LRejected-Finance | ₹8.0 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹8.5 LRejected-Finance | ₹8.5 L | L3 | Rejected-Finance 3RD LOWEST |
Tender Value
₹9.0 L
EMD Value
₹8,960
Closing Date
27 Dec 2025, 5:00 pmClosed
Add CEO Z P Washim
Zilla Parishad Washim
Strengthening and Darjonnati to Tamsi to Sawargaon Barde Road VR 12 Km 0/500 to 1/00 Tq. Washim Dist. Washim
2025_WASHI_1261564_9
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
₹8,960
Works Division z p Washim
17 Apr 2026
19 Dec 2025
29 Dec 2025
19 Dec 2025
27 Dec 2025
19 Dec 2025
24 Dec 2025
Strengthening & Darjonnati to Tamsi to Sawargaon Barde Road VR 12 Km 0/500 to 1/00 Tq. Washim Dist. Washim Under 3054 - 3264 (2025-26)
Item No. 1 :- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. [MORTH 201] (S.S.R.I.No. 2.09)
Item No. 2 :- Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges [MORTH 202] (S.S.R.I.No. 3.28)
Item No. 3 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) [MORTH 404] (S.S.R.I.No. 3.20)
Item No. 4 :- Construction of Granular Shoulder of 150 mm thick close graded material, conforming to Clause 401 of MORTH Specification and having soaked CBR not less than 30% , granular layer compacted to at least 98% of maximum dry density determied as per IS:2720 (Part 8), also the remaining specification conforming to Section 300 of MORTH. (Murum is not allowd). Constructed by MIx in place Method and grading etc. completed and as directred by Engineer Incharge (Rete Approved as per S.E. P.W. Circle Akola Lr. No. 657/ P.S.-2/2023 Dt. 31/01/2023)
Item No. 5 :- 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. 6 :- 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)
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