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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹8.3 LAccepted-AOC PURSHOTAM PLAZA 4TH FLOOR OFFICE NO 3 2 9 AND 2 5 BANER ROAD BANER PUNE 411045 | PUNE | PUNE | MAHARASHTRA | 411045 | 1st | Accepted-AOC M/s Mohanlal Mathrani Construction Pvt Ltd is L1 bidder being accepted. | |
| 2 | 2nd₹8.7 L+₹13,590.20 (1.58%)Rejected-Finance SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | 2nd | Rejected-Finance Not Being L1 | |
| 3 | 3rd₹9.5 L+₹92,141.80 (10.7%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | 3rd | Rejected-Finance Not Being L1 | |
| 4 | 4th₹9.7 L+₹1.1 L (12.4%)Rejected-Finance | 4th | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | MOHANLAL MATHRANI CONS. PVT. LTD. L1 | Sunshine Ventures L4 | PAVEWAY CONSTRUCTIONS PRIVATE LIMITED L3 | Ganesh Enterprises L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n.exc. 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed. | 106.2 | Cum | 155 ₹16,461 | 130 ₹13,806 Lowest | 220 ₹23,364 | 150 ₹15,930 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and Exc 50 mm and n exc 100 mm deep complete all as specified and directed. | 70.8 | 10 Sqm | 38 ₹2,690.4 | 40 ₹2,832 | 12 ₹849.6 Lowest | 30 ₹2,124 |
| 3.00 | Rolling and consolidating formation surfaces with power roller exc. 8 tonne but n. exc. 12 tonne including watering, consolidating to the required level, gradient, camber etc. in cutting, filling in hollows and depressions in the process complete all as specified and as directed. | 70.8 | 10 Sqm | 30 ₹2,124 | 40 ₹2,832 | 10 ₹708 Lowest | 100 ₹7,080 |
| 4.00 | M&L for Moorum/red bajri filling in floor pavings, in road side berms laid in layers not exc 15 cm ( 150mm) thick, spred, levelled and rammed including rolled and consolidated to required gradient and camber incl watering with power roller complete all as specified and as directed by Engineer-In-Charge. | 265 | Cum | 600 ₹1,59,000 Lowest | 600 ₹1,59,000 Lowest | 700 ₹1,85,500 | 700 ₹1,85,500 |
| 5.00 | Removing excavated material (soil) n.exc. 50 m and depositing at a level n.exc. 1.5 m above the starting point complete all as specified and directed. | 106.2 | Cum | 175 ₹18,585 | 280 ₹29,736 | 80 ₹8,496 Lowest | 80 ₹8,496 Lowest |
| 6.00 | M&L for Repair to pot holes any depth, n exc 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 25mm in depth( incl supply of metal), making good by applying tack coat at 5 kg/10 sqm putting in premixed bituminous macadam well rammed depth of pot holes exc 30 mm all as specified and directed. | 5 | 10 Sqm | 410 ₹2,050 Lowest | 1,000 ₹5,000 | 725 ₹3,625 | 800 ₹4,000 |
| 7.00 | M & L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura 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 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per
Table 900-1 of MaRTH specifications for Road and Bridge works, 2013c complete all as specified and as directed by Engineer-In-Charge. | 55 | 10 Sqm | 2,200 ₹1,21,000 Lowest | 2,800 ₹1,54,000 | 2,400 ₹1,32,000 | 2,250 ₹1,23,750 |
| 8.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-In-Charge. | 55 | 10 sqm | 2,200 ₹1,21,000 Lowest | 2,900 ₹1,59,500 | 2,600 ₹1,43,000 | 2,200 ₹1,21,000 Lowest |
| 9.00 | Preparing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc by cleaning the WBM/WMM surface with power compressor and applying evenly priming/tack coat with bituminuos primer of VG-10 grade paving bitumen @ 7.5 kg/X Sqm complete all as specified and as directed by Engineer-In-Charge. | 55 | 10 Sqm | 195 ₹10,725 Lowest | 200 ₹11,000 | 375 ₹20,625 | 350 ₹19,250 |
| 10.00 | M&L for premixed bituminious macadam using paving bitumen @ 4% by weight of total mix, spread rolled and compacted to required gradient and camber for up to 50mm consolidated thickness all as specified and directed. | 36 | Cum | 5,004 ₹1,80,144 | 5,200 ₹1,87,200 | 5,000 ₹1,80,000 | 4,700 ₹1,69,200 Lowest |
Tender Value
₹20.3 L
EMD Value
₹41,000
Closing Date
21 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Shri Vinay Kumar, IDSE, SE (SAG), CWE
HQ Commander Works Engineer (Army) Mumbai 24 Assaye Buildig Colaba Mumbai-05
SPECIAL REPAIRS TO PERIMETER ROAD (GUARD POST NO.7 TO GUARD POST NO 11) AT COD DEHU ROAD
2025_MES_733506_1
85240/DR/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
Dehu Road Pune
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE DEHU ROAD PUNE
₹41,000
Yes
17 Jan 2026
1 Oct 2025
23 Oct 2025
1 Oct 2025
21 Oct 2025
15 Oct 2025
Amount
Excavation over areas n.exc. 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and Exc 50 mm and n exc 100 mm deep complete all as specified and directed.
Rolling and consolidating formation surfaces with power roller exc. 8 tonne but n. exc. 12 tonne including watering, consolidating to the required level, gradient, camber etc. in cutting, filling in hollows and depressions in the process complete all as specified and as directed.
M&L for Moorum/red bajri filling in floor pavings, in road side berms laid in layers not exc 15 cm ( 150mm) thick, spred, levelled and rammed including rolled and consolidated to required gradient and camber incl watering with power roller complete all as specified and as directed by Engineer-In-Charge.
Removing excavated material (soil) n.exc. 50 m and depositing at a level n.exc. 1.5 m above the starting point complete all as specified and directed.
M&L for Repair to pot holes any depth, n exc 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 25mm in depth( incl supply of metal), making good by applying tack coat at 5 kg/10 sqm putting in premixed bituminous macadam well rammed depth of pot holes exc 30 mm all as specified and directed.
M & L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura 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 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013c complete all as specified and as directed by Engineer-In-Charge.
M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-In-Charge.
Preparing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc by cleaning the WBM/WMM surface with power compressor and applying evenly priming/tack coat with bituminuos primer of VG-10 grade paving bitumen @ 7.5 kg/X Sqm complete all as specified and as directed by Engineer-In-Charge.
M&L for premixed bituminious macadam using paving bitumen @ 4% by weight of total mix, spread rolled and compacted to required gradient and camber for up to 50mm consolidated thickness all as specified and directed.
Applying evenly a priming/tack coat of paving bitumen with bituminous primer at 2.5 Kg per 10 Sqm on BM surfaces
M & L for Bituminous premix asphaltic dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete
M & L for Marking preparation bitumen surface of road and marking 2.5mm thick center line stop lines, dashes, arrows etc and the like n exc 10 cm wide on road payment with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as speified and directed.
Ganesh Enterprises (BID ID -3456445)
PAVEWAY CONSTRUCTIONS PRIVATE LIMITED (BID ID -3454673)
Sunshine Ventures (BID ID -3453639)
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