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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹67.3 LAccepted-AOC | ₹67.3 L Quoted ₹67.6 L | 1st | Accepted-AOC The M/s Adarsh Enterprises is L1 bidder being accepted pl. |
| 2 | 2nd₹88.2 LRejected-Finance SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | ₹88.2 L | 2nd | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/S. ADARSH ENTERPRISES L1 | Ganesh Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Preparing existing surfaces by brushing with wire bushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed. | 962.5 | 10 Sqm | 100 ₹96,250 Lowest | 500 ₹4,81,250 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area 400 sqm and exc 50mm and n.exc 100mm deep | 25 | 10 Sqm | 200 ₹5,000 Lowest | 500 ₹12,500 |
| 3.00 | M&L 200mm thick (Spread thickness) soling with broken stone boulders or quarried stone 40 to 80mm size, interstices filled, surfaces formed, rolled and consolidated to required gradient and camber using 8 to 10 ton power roller. | 25 | 10 Sqm | 2,000 ₹50,000 Lowest | 5,000 ₹1,25,000 |
| 4.00 | M & L 150mm thickness (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 25 | 10 Sqm | 3,000 ₹75,000 Lowest | 5,500 ₹1,37,500 |
| 5.00 | Preparing WMM surface by brushing with wire bushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed. | 25 | 10 Sqm | 100 ₹2,500 Lowest | 500 ₹12,500 |
| 6.00 | M& L for 2 Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 kg/sqm on surface of WMMIVVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and specified and as directed | 25 | 10Sqm | 200 ₹5,000 Lowest | 500 ₹12,500 |
| 7.00 | M & L for bituminous macadam not exceeding 75mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of SSR 2020 | 11.25 | Cum | 8,000 ₹90,000 Lowest | 12,000 ₹1,35,000 |
| 8.00 | M&L for applying evenly a priming/tack coat with bitumen primer @ 5.0 kg/10 Sqm (paving bitumen grade VG-10) complete all as specified and directed. | 962.5 | 10 Sqm | 200 ₹1,92,500 Lowest | 500 ₹4,81,250 |
| 9.00 | M & L for semi dense bituminous concrete 40mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled the surfaces by using 8 to 10 ton capacity power roller and compacted to required camber and gradient complete all as specified and as directed
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of SSR 2020 | 962.5 | 10 Sqm | 4,400 ₹42,35,000 Lowest | 5,500 ₹52,93,750 |
| 10.00 | Repair to potholes any depth, not exc 1Sq.m each including sweeping free from dust and mud, or water, scouring sunken surface in roads, paths, etc, cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming including with supply of road metal complete all as specified and directed | 10 | 10sqm | 1,500 ₹15,000 Lowest | 5,000 ₹50,000 |
Tender Value
₹65 L
EMD Value
₹1.2 L
Closing Date
22 Jun 2026, 6:00 pmClosed
Shri Vinay Kumar, IDSE, SE (SAG), CWE
HQ Commander Works Engineer (Army) Mumbai, 24 Assaye Building Colaba, Mumbai-05
RESURFACING OF ROADS AND REPAIR/REPLACEMENT OF ROAD FURNITURE UNDER GE PANAJI
2026_MES_767529_1
85315/P/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
PANAJI GOA
As per NIT and tender documents
8 documents required · 8 mandatory
₹1,000
GE PANAJI GOA
₹1.2 L
Yes
25 Aug 2026
25 May 2026
24 Jun 2026
25 May 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparing existing surfaces by brushing with wire bushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed. | 962.5 | 10 Sqm | - | - |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area 400 sqm and exc 50mm and n.exc 100mm deep | 25 | 10 Sqm | - | - |
| 3 | M&L 200mm thick (Spread thickness) soling with broken stone boulders or quarried stone 40 to 80mm size, interstices filled, surfaces formed, rolled and consolidated to required gradient and camber using 8 to 10 ton power roller. | 25 | 10 Sqm | - | - |
| 4 | M & L 150mm thickness (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 25 | 10 Sqm | - | - |
| 5 | Preparing WMM surface by brushing with wire bushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed. | 25 | 10 Sqm | - | - |
| 6 | M& L for 2 Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 kg/sqm on surface of WMMIVVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and specified and as directed | 25 | 10Sqm | - | - |
| 7 | M & L for bituminous macadam not exceeding 75mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of SSR 2020 | 11.25 | Cum | - | - |
| 8 | M&L for applying evenly a priming/tack coat with bitumen primer @ 5.0 kg/10 Sqm (paving bitumen grade VG-10) complete all as specified and directed. | 962.5 | 10 Sqm | - | - |
| 9 | M & L for semi dense bituminous concrete 40mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled the surfaces by using 8 to 10 ton capacity power roller and compacted to required camber and gradient complete all as specified and as directed
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of SSR 2020 | 962.5 | 10 Sqm | - | - |
| 10 | Repair to potholes any depth, not exc 1Sq.m each including sweeping free from dust and mud, or water, scouring sunken surface in roads, paths, etc, cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming including with supply of road metal complete all as specified and directed | 10 | 10sqm | - | - |
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