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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.1 LAccepted-AOC | ₹32.1 L | L1 | Accepted-AOC Being L1 Bidder. The work is awarded |
| 2 | L2₹33.7 L+₹1.5 L (4.80%)Rejected-AOC AT KHANAPUR POST WASHI TO WASHI | WASHI | DHARASHIV | MAHARASHTRA | ₹33.7 L+₹1.5 L (4.80%) | L2 | Rejected-AOC Highest rate quoted |
| 3 | L3₹33.7 L+₹1.6 L (4.99%)Rejected-AOC | ₹33.7 L+₹1.6 L (4.99%) | L3 | Rejected-AOC Highest rate quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Insufficient Technical staff attached |
Tender Value
₹32.1 L
EMD Value
₹66,000
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 03 roads in Lohara and Omerga Block damaged due to Flood in year 2025-26 Dist Dharashiv
2026_MMGSY_1310626_1
DPC-FDR-2025-26/04
Open Tender
Civil Works - Roads
Percentage
183 days
Lohara Omerga Block
As per Tender Documents
2 documents required · 2 mandatory
₹1,180
₹66,000
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) Repairs to Nagral Undargaon road block lohara | |||||
| 1.01 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 1 | hectare | 33,513.01 | ₹33,479.5 |
| 1.02 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I.Stone/Boulder | - | Cum | 2,206.12 | - |
| 1.03 | 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 | 0.2 | Cum | 604.28 | ₹120.86 |
| 1.04 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40 mm. stone metal layers 30 % crusher broken metal +70% Handbroken ( by breaking rubble obtained by blasting ) heating and spraying the bitumen of specified grade @ 1.75 kg / sqm ,spreading 12 mm . 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) | - | sqm | 305.22 | - |
| 1.05 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | 24.44 | - |
| 1.06 | Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. (B) By Mechanical Means Case – I: Nominal chipping size 13.2 mm (II) Bitumen (S-65) | - | sqm | 114.42 | - |
| 1.07 | 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. | 1 | Cum | 670.26 | ₹669.59 |
| 1.08 | 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 | 6,405.36 | - |
| 1.09 | 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 | 6,319.08 | ₹6,312.76 |
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