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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.0 LAdmitted-Finance SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ganesh Enterprises L1 |
|---|---|---|---|---|
| 1.00 | Excavation over areas not exceeding 1.50 metres deep and getting out in Hard/dense soil complete all as specified and directed. | 335 | Cum | 500 ₹1,67,500 Lowest |
| 2.00 | Rolling and consolidating formation surfaces with power roller exceeding 8 tonnes and not exceeding 12 tonnes in cutting complete all as specified and directed. | 93 | 10 Sqm | 200 ₹18,600 Lowest |
| 3.00 | Removal of excavated material of Hard/Dense soil to a distance exceeding 50 metres and not exceeding 1.5 Km and depositing where directed. | 335 | Cum | 500 ₹1,67,500 Lowest |
| 4.00 | Supply, laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MORTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required, The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density, consolidating to required gradient and camber with finished surface tolerances complete all as specified and directed. | 93 | 10 Sqm | 5,000 ₹4,65,000 Lowest |
| 5.00 | Material and Labour for Wet mix macadam (WMM) 150 mm thick (compacted thickness) in layers of 75 mm each, using stone aggregate of grading as specified in table 400-11 of IRC by premixing the material with water at optimum moisture content in mechanical mixer plant laying in uniform layers with paver and compacting with vibrator roller to achieve the desired density complete all as specified. | 93 | 10 Sqm | 5,000 ₹4,65,000 Lowest |
| 6.00 | Preparing Scarified Road surfaces and/or unsurfaced wet mix macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen VG-10 at 10 Kg per 10 Sqm manually or with mechanical sprayer all as required at site and as directed by Engineer-in-charge. | 93 | 10 Sqm | 500 ₹46,500 Lowest |
| 7.00 | Material & Labour for premix bituminous macadam using 4.5% binder (paving bitumen VG-30 grade) by weight of total mix laid manually or with mechanical pavers (Consolidated thickness 75mm or lower), rolled and compacted to gradient and camber required with 8 to 10 tonnes power road roller all as specified and directed by Engineer-in-Charge. | 56 | Cum | 11,500 ₹6,44,000 Lowest |
| 8.00 | Material and Labour for Murrum/red bajri filling in floors or paving, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 40 | Cum | 500 ₹20,000 Lowest |
| 9.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exceeding 400 sqm each and exceeding 50 mm deep but not exceeding 100 mm deep including removing the unserviceable materials / debris outside the premises not exceeding 50 meters away and disposal of the same all as specified and as directed by Engineer-in-charge. | 767 | 10 Sqm | 500 ₹3,83,500 Lowest |
| 10.00 | Material & Labour for Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat VG-10 @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) average depth of potholes exceeding 30 mm complete all as per directed.
Note: - Pot holes shall be marked by Engineer-in-Charge before commencement of work and the same shall be entered in MB after making good and before laying of bituminous premixed carpet. | 11 | 10 Sqm | 500 ₹5,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,200
Closing Date
11 May 2026, 6:00 pmClosed
- GE ICG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
RE-CARPETING TO PERIPHERY ROAD TOWARDS EASTERN SIDE OF RUNWAY AT ICGAS RATNAGIRI
2026_MES_750171_3
8283/E8
Open Tender
Civil Works - Roads
Item Rate
240 days
Ratnagiri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹87,200
Yes
20 May 2026
21 Apr 2026
19 May 2026
21 Apr 2026
11 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas not exceeding 1.50 metres deep and getting out in Hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| 2 | Rolling and consolidating formation surfaces with power roller exceeding 8 tonnes and not exceeding 12 tonnes in cutting complete all as specified and directed. | - | 10 Sqm | - | - |
| 3 | Removal of excavated material of Hard/Dense soil to a distance exceeding 50 metres and not exceeding 1.5 Km and depositing where directed. | - | Cum | - | - |
| 4 | Supply, laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MORTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required, The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density, consolidating to required gradient and camber with finished surface tolerances complete all as specified and directed. | - | 10 Sqm | - | - |
| 5 | Material and Labour for Wet mix macadam (WMM) 150 mm thick (compacted thickness) in layers of 75 mm each, using stone aggregate of grading as specified in table 400-11 of IRC by premixing the material with water at optimum moisture content in mechanical mixer plant laying in uniform layers with paver and compacting with vibrator roller to achieve the desired density complete all as specified. | - | 10 Sqm | - | - |
| 6 | Preparing Scarified Road surfaces and/or unsurfaced wet mix macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen VG-10 at 10 Kg per 10 Sqm manually or with mechanical sprayer all as required at site and as directed by Engineer-in-charge. | - | 10 Sqm | - | - |
| 7 | Material & Labour for premix bituminous macadam using 4.5% binder (paving bitumen VG-30 grade) by weight of total mix laid manually or with mechanical pavers (Consolidated thickness 75mm or lower), rolled and compacted to gradient and camber required with 8 to 10 tonnes power road roller all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| 8 | Material and Labour for Murrum/red bajri filling in floors or paving, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | - | Cum | - | - |
| 9 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exceeding 400 sqm each and exceeding 50 mm deep but not exceeding 100 mm deep including removing the unserviceable materials / debris outside the premises not exceeding 50 meters away and disposal of the same all as specified and as directed by Engineer-in-charge. | - | 10 Sqm | - | - |
| 10 | Material & Labour for Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat VG-10 @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) average depth of potholes exceeding 30 mm complete all as per directed.
Note: - Pot holes shall be marked by Engineer-in-Charge before commencement of work and the same shall be entered in MB after making good and before laying of bituminous premixed carpet. | - | 10 Sqm | - | - |
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