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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 CrAccepted-AOC 475 RAJARAM SURUTI OPPOSITE SINDHI GATE BANK SHIRODA 416 518 | SHIRODA | SINDHUDURG | MAHARASHTRA | 416518 | ₹32.4 Cr Quoted ₹32.5 Cr | L1 | Accepted-AOC Low rate |
| 2 | L2₹34.2 Cr+₹1.8 Cr (5.50%)Rejected-Finance 102 HILL VIEW APARTMENT TIDKE COLONY NASHIK 422 002 | MUMBAI | RAIGAD | MAHARASHTRA | 422002 | ₹34.2 Cr+₹1.8 Cr (5.50%) | L2 | Rejected-Finance High Rate |
| Sl No | Description | Qty | Unit | YASHYOG INFRASTRUCTURE AND DEVELOPMENT PRIVATE LIMITED L1 | FORCON INFRA PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00PROVIDING INFRASTRUCTURAL POST HARVESTING FACILITIES TO FISHERMEN AT FISH LANDING CENTER AT SHIRODA, TAL - VENGURLA, DIST.- SINDHUDURG. | |||||
| 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. | 4,584.6 | Cubic Metre | 125.2 ₹5,73,991.92 Lowest | 132.09 ₹6,05,579.81 |
| 1.02 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources) | 36,965.5 | Cubic Metre | 1,144.42 ₹4,23,04,057.51 Lowest | 1,207.4 ₹4,46,32,144.7 |
| 1.03 | Laying and spreading availabale soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at optimum moisture content to the desired density to form a layer of improved sub grade. | 334.75 | Cubic Metre | 563.93 ₹1,88,775.57 Lowest | 594.96 ₹1,99,162.86 |
| 1.04 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material. | 1,278.1 | Cubic Metre | 3,675.72 ₹46,97,937.73 Lowest | 3,878.01 ₹49,56,484.58 |
| 1.05 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate) | 828 | Cubic Metre | 4,150.59 ₹34,36,688.52 Lowest | 4,379.01 ₹36,25,820.28 |
| 1.06 | Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On concrete surface treated with primer, at the rate of 3.25 killogram per 10 square metre. (Using VG-30 bulk bitumen) | 4,550 | Square Metre | 24.88 ₹1,13,204 Lowest | 26.25 ₹1,19,437.5 |
| 1.07 | 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 100% crusher broken metal with conical crusher palnt, 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 at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | 2,275 | Square Metre | 336.3 ₹7,65,082.5 Lowest | 354.81 ₹8,07,192.75 |
| 1.08 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | 182 | Cubic Metre | 12,205.41 ₹22,21,384.62 Lowest | 12,877.11 ₹23,43,634.02 |
| 1.09 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, 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 for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates | 113.75 | Square Metre | 13,152.46 ₹14,96,092.32 Lowest | 13,876.28 ₹15,78,426.85 |
Tender Value
₹30.9 Cr
EMD Value
₹15.4 L
Closing Date
2 Jan 2026, 5:00 pmClosed
Chief Executive Officer
Maharashtra Maritime Board, Indian Mercantile Chamber, 2nd Floor, Ramjibhai Kamani Marg, Ballard Estate, Mumbai-400001
Providing infrastructural post harvesting facilities to fishermen at fish landing center at shiroda, tal - vengurla, dist.- sindhudurg.
2025_MMB_1261403_1
MMB/2025-26/Reg.2/B2/68
Open Tender
Civil Works
Item Rate
540 days
shiroda, tal - vengurla, dist.- sindhudurg.
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
₹15.4 L
Mumbai
15 Jul 2026
19 Dec 2025
5 Jan 2026
19 Dec 2025
2 Jan 2026
27 Dec 2025
19 Dec 2025 - 23 Dec 2025
23 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PROVIDING INFRASTRUCTURAL POST HARVESTING FACILITIES TO FISHERMEN AT FISH LANDING CENTER AT SHIRODA, TAL - VENGURLA, DIST.- SINDHUDURG. | |||||
| 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. | 4,584.6 | Cubic Metre | - | - |
| 1.02 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources) | 36,965.5 | Cubic Metre | - | - |
| 1.03 | Laying and spreading availabale soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at optimum moisture content to the desired density to form a layer of improved sub grade. | 334.75 | Cubic Metre | - | - |
| 1.04 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material. | 1,278.1 | Cubic Metre | - | - |
| 1.05 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate) | 828 | Cubic Metre | - | - |
| 1.06 | Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On concrete surface treated with primer, at the rate of 3.25 killogram per 10 square metre. (Using VG-30 bulk bitumen) | 4,550 | Square Metre | - | - |
| 1.07 | 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 100% crusher broken metal with conical crusher palnt, 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 at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | 2,275 | Square Metre | - | - |
| 1.08 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | 182 | Cubic Metre | - | - |
| 1.09 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, 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 for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates | 113.75 | Square Metre | - | - |
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