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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | ₹37.4 L Quoted ₹36.7 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹37.4 LRejected-Finance | ₹37.4 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹38.1 LRejected-Finance JANAKI NAGAR RISOD ROAD LAKHALA | LAKHALA | WASHIM | MAHARASHTRA | ₹38.1 L | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹39.1 LRejected-Finance | ₹39.1 L | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹40.1 LRejected-Finance GADE LAYOUT LAKHALA WASHIM DIST WASHIM MAHARASHTRA | WASHIM | WASHIM | MAHARASHTRA | 444505 | ₹40.1 L | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹37.4 L
EMD Value
₹37,370
Closing Date
27 Dec 2025, 5:00 pmClosed
Add CEO Z P Washim Zilla Parishad Washim
Zilla Parishad Washim
Improvement, Strengthning and Upgradation with RCW to Vitholi Galamgaon Chikhali to Dist Border Road ODR 39 KM 6/200 to 7/800 Tq. Manora Dist. Washim
2025_WASHI_1261564_82
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
₹37,370
Works Division z p Washim
25 Apr 2026
20 Dec 2025
29 Dec 2025
20 Dec 2025
27 Dec 2025
20 Dec 2025
24 Dec 2025
Improvement ,Strengthning and Upgradation with RCW to Vitholi Galamgaon Chikhali to Dist Border Road ODR 39 KM 6/200 to 7/800 Tq. Manora
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 I (Using Screening Type B (11.2 mm) Aggregate)--Specification No--MORTH 404 -SSR 2022-23 I No3.19
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)--Specification No--MORTH 404 -SSR 2022-23 I No3.2
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (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 applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) --Specification No--IRC-SP-20, 2002 Clause No. 8.7.3 -SSR 2022-23 I No3.38a
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)--Specification No--MORTH 510 -SSR 2022-23 I No4.12
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)--Specification No--MORTH 511 -SSR 2022-23 I No4.03
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. --Specification No--MORTH 309 -SSR 2022-23 I No2.18
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.--Specification No--Bd.F.17, Page One Number 306 -SSR 2022-23 I No26.33
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)--Specification No--CD.15 Page.No. 168 and B.7. Page No. 38 -SSR 2022-23 I No11.25
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.--Specification No--MORTH 309 -SSR 2022-23 I No2.2
Item No. 10 :- 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)
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 ( 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.--Specification No--MORT&H (5th Rev.) 1700, 2204 -SSR 2022-23 I No17.38
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. --Specification No--MORTH 201 -SSR 2022-23 I No2.09
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