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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.4 LAccepted-AOC MU PO LONHIVAR TA BHOOM JI DHARASHIV | DHARASHIV | MAHARASHTRA | ₹77.4 L | L1 | Accepted-AOC Being L1 bidder. The work is awarded |
| 2 | L2₹79.4 L+₹2.0 L (2.57%)Rejected-AOC AT KHANAPUR POST WASHI TO WASHI | WASHI | DHARASHIV | MAHARASHTRA | ₹79.4 L+₹2.0 L (2.57%) | L2 | Rejected-AOC Highest rate quoted |
| 3 | L3₹81.1 L+₹3.7 L (4.80%)Rejected-AOC | ₹81.1 L+₹3.7 L (4.80%) | L3 | Rejected-AOC Highest rate quoted |
| 4 | Rejected-Technical MAHARASHTRA | AURANGABAD | MAHARASHTRA | 431112 | - | - | Rejected-Technical Affidavite for Near Relation is not attached |
Tender Value
₹77.4 L
EMD Value
₹1.6 L
Closing Date
30 Jun 2026, 5:30 pmClosed
SE PMGSY Chhatrapati Sambhajinagar
Plot No.3, Block No.107, Galaxy Corner, First Floor, Satara Area, Near Renuka Mata Mandir, Beed Bye Pass Road, Chhatrapati Sambhajinagar 431010
Repairing of 06 roads in Bhoom Block damaged due to Flood in year 2025-26 Dist Dharashiv
2026_MMGSY_1310621_1
DPC-FDR-2025-26/02
Open Tender
Civil Works - Roads
Percentage
183 days
Bhoom Block
As per Tender Documents
2 documents required · 2 mandatory
₹5,900
₹1.6 L
20 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11) Repair to Nawalgaon to warewadgaon road KM 0/00 to 2/900 | |||||
| 1.01 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum | 604.28 | - |
| 1.02 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | - | Cum | 3,585.18 | - |
| 1.03 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3 m depth | - | Cum | 670.26 | - |
| 1.04 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. | - | Cum | 2,039.66 | - |
| 1.05 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | Cum | 6,334.3 | - |
| 1.06 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | Cum | 6,249.79 | ₹6,243.54 |
| 1.07 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | - | Cum | 14,203.07 | - |
| 1.08 | Providing and fixing Roadjunction/Information signboard of size0.90mx0.60m.preparedon16gaugeM.S.sheet with angle ironframe of size 35x35x5 mm including painting with one coat of zinc cromatestoving primer and two coats eac hofgreen/white background and back side graystoveenamelled,bonded with red retroreflective sheet Engineering grade,border/letters/numeral/arrows,coated with nonpealable crystal clear protective coatretaining100%reflectionincludingtwoangleironpostofsize50x50x5mmof3.65m.longinflatedatbottomdrilledontopandpaintedinwhiteandblackbandsof30cm.with4Nos.highstrengthG.I.boltsandnutsofsize10mmdia.and20mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcementconcrete1:4:8blockof60cmx60cmx75cmsizeasdirectedbyEngineer-in-chargeetc.complete.MildSteelBoardwithEngineeringGrade. | - | No | 7,814 | - |
| 22) Repair to NH-62 To Ashatewadi Shekapur Mankeshwar Road KM CH-0/00 To 11/500 | |||||
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