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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹36 LAccepted-AOC | 1st | Accepted-AOC The M/s AVSS Infra is L1 bidder being accepted pl | |
| 2 | 2nd₹38.0 L+₹2.0 L (5.61%)Rejected-Finance | 2nd | Rejected-Finance Not being L1 | |
| 3 | 3rd₹38.7 L+₹2.7 L (7.54%)Rejected-Finance | 3rd | Rejected-Finance Not being L1 | |
| 4 | 4th₹39.2 L+₹3.2 L (8.88%)Rejected-Finance | 4th | Rejected-Finance Not being L1 | |
| 5 | 5th₹39.4 L+₹3.4 L (9.57%)Rejected-Finance NO 16 TULASA NIWAS GANESH NAGAR SAMBRA BELAGAVI 591124 | BELAGAVI | BELAGAVI | KARNATAKA | 591124 | 5th | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/S MAHADEV M PATIL L3 | Vinod Enterprises L7 | AVSS INFRA L1 | M/s S N Atiwadkar L8 | PURVIK CONSTRUCTIONS L5 | M/S ADITYA CONSTRUCTIONS L4 | B G GODSE ENGINEERS AND CONTRACTORS L2 | S K ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard dense soil | 1,406.25 | Sqm | 150 ₹2,10,937.5 | 40 ₹56,250 | 30 ₹42,187.5 Lowest | 250 ₹3,51,562.5 | 100 ₹1,40,625 | 120 ₹1,68,750 | 50 ₹70,312.5 | 45 ₹63,281.25 |
| 2.00 | Removing excavated material soil exc. 250 m but n exc. 500 m and depositing where directed | 210.94 | Cum | 100 ₹21,093.75 | 80 ₹16,875 Lowest | 100 ₹21,093.75 | 100 ₹21,093.75 | 100 ₹21,093.75 | 250 ₹52,734.38 | 200 ₹42,187.5 | 90 ₹18,984.38 |
| 3.00 | Rolling and consolidation formation surface in cutting with Power roller 8 to 12 tonne. | 140.62 | X Sqm | 500 ₹70,312.5 | 300 ₹42,187.5 | 250 ₹35,156.25 | 50 ₹7,031.25 Lowest | 500 ₹70,312.5 | 300 ₹42,187.5 | 350 ₹49,218.75 | 320 ₹45,000 |
| 4.00 | Laying and compacting for 300mm thick (compacted thickness ) Granular Sub Base Course (GSB of 150mm in two layers) grading as per grade I as per table 400-I of MORTH specification for Road and Bridge works, 2013 in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination hereof 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 vibratory roller of capacity 80-100 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 MoRTH specifications for Road and Bridge works 2013, complete all as specified and as directed | 140.62 | X Sqm | 9,000 ₹12,65,625 | 9,000 ₹12,65,625 | 8,600 ₹12,09,375 | 8,000 ₹11,25,000 Lowest | 8,000 ₹11,25,000 Lowest | 9,200 ₹12,93,750 | 8,200 ₹11,53,125 | 9,400 ₹13,21,875 |
| 5.00 | Laying and compacting for 150mm thick (in two layer of 75MM) (complacted thickness ) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specification 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 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 rolled and consolidated to gradient and required camber complete all as specified and as directed | 140.62 | X Sqm | 6,000 ₹8,43,750 Lowest | 7,000 ₹9,84,375 | 6,000 ₹8,43,750 Lowest | 7,000 ₹9,84,375 | 7,000 ₹9,84,375 | 6,200 ₹8,71,875 | 6,500 ₹9,14,062.5 | 6,000 ₹8,43,750 Lowest |
| 6.00 | M&L for Preparation of WMM surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning cleaned surfaced with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer @ 10 Kg/XSqm. | 140.62 | X Sqm | 500 ₹70,312.5 | 450 ₹63,281.25 | 300 ₹42,187.5 | 1,200 ₹1,68,750 | 500 ₹70,312.5 | 260 ₹36,562.5 Lowest | 300 ₹42,187.5 | 400 ₹56,250 |
| 7.00 | M&L for Premix bituminous macadam (paving bitumen any penetration) laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm or less complete all as specified and dirtected | 70.31 | Cum | 8,000 ₹5,62,500 Lowest | 10,000 ₹7,03,125 | 8,000 ₹5,62,500 Lowest | 11,000 ₹7,73,437.5 | 9,000 ₹6,32,812.5 | 8,200 ₹5,76,562.5 | 8,500 ₹5,97,656.25 | 9,000 ₹6,32,812.5 |
| 8.00 | M&L for Preparing by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning cleaned surfaced with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer @ 2.5 Kg/XSqm and ,40mm consolidated thickness bituminous premix semi dense asphaltic concrete with 5.50% binder content (paving bitumen)by weight of total mix, rolled and compacted to required camber and gradient | 140.62 | X sqm | 4,500 ₹6,32,812.5 Lowest | 5,500 ₹7,73,437.5 | 4,600 ₹6,46,875 | 4,500 ₹6,32,812.5 Lowest | 4,500 ₹6,32,812.5 Lowest | 4,600 ₹6,46,875 | 5,000 ₹7,03,125 | 5,100 ₹7,17,187.5 |
| 9.00 | M&L for Painting lines, dashes, arrows, letters, etc. on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow as per specified | 75 | 10 Rm | 450 ₹33,750 | 80 ₹6,000 | 60 ₹4,500 Lowest | 100 ₹7,500 | 70 ₹5,250 | 65 ₹4,875 | 65 ₹4,875 | 90 ₹6,750 |
| 10.00 | S&F 110 mm bore PVC (SWR) pipes single socated in any length with rubber ring joints laid in trenches of floors. | 30 | RM | 400 ₹12,000 | 450 ₹13,500 | 300 ₹9,000 | 400 ₹12,000 | 30 ₹900 Lowest | 450 ₹13,500 | 400 ₹12,000 | 400 ₹12,000 |
Tender Value
₹39.3 L
EMD Value
₹79,000
Closing Date
9 Oct 2025, 4:00 pmClosed
Shri Vinay Kumar, IDSE, SE (SAG), CWE
HQ Commander Works Engineer (Army) Mumbai 24 Assaye Building Colaba Mumbai-400 005
CONSTRUCTION OF ROAD AND PATH NEAR DRILL GROUND TO PT GATE TO SWIMMING POOL AT 3 MTR UNDER 2 STC MADGAON UNDER GE PANAJI GOA
2025_MES_730627_1
85248/P/E8
Open Tender
Civil Works
Item Rate
90 days
PANAJI GOA
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE PANAJI GOA
₹79,000
8 Jan 2026
12 Sept 2025
11 Oct 2025
12 Sept 2025
9 Oct 2025
26 Sept 2025
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard dense soil
Removing excavated material soil exc. 250 m but n exc. 500 m and depositing where directed
Rolling and consolidation formation surface in cutting with Power roller 8 to 12 tonne.
Laying and compacting for 300mm thick (compacted thickness ) Granular Sub Base Course (GSB of 150mm in two layers) grading as per grade I as per table 400-I of MORTH specification for Road and Bridge works, 2013 in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination hereof 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 vibratory roller of capacity 80-100 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 MoRTH specifications for Road and Bridge works 2013, complete all as specified and as directed
Laying and compacting for 150mm thick (in two layer of 75MM) (complacted thickness ) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specification 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 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 rolled and consolidated to gradient and required camber complete all as specified and as directed
M&L for Preparation of WMM surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning cleaned surfaced with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer @ 10 Kg/XSqm.
M&L for Premix bituminous macadam (paving bitumen any penetration) laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm or less complete all as specified and dirtected
M&L for Preparing by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning cleaned surfaced with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer @ 2.5 Kg/XSqm and ,40mm consolidated thickness bituminous premix semi dense asphaltic concrete with 5.50% binder content (paving bitumen)by weight of total mix, rolled and compacted to required camber and gradient
M&L for Painting lines, dashes, arrows, letters, etc. on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow as per specified
S&F 110 mm bore PVC (SWR) pipes single socated in any length with rubber ring joints laid in trenches of floors.
M & L for moorum/red bajari filling in road side berms not exceeding 15cm thick layers
Supply and fixing cat eye reflective type of metal body alloy of size 100mm x 100mm x20mm with PAMA striplens reflector of Model no DA 972.0 fixed with and incl MS Stud of suitable size as per manufacture instructions.
S&F ABS solar LED studs of standared size 120mm x 25-32mm, solar controller, fixing with epoxy adhesive, anchoring bolt, nail etc as per manufacture insructions etc
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for drains, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/disintegrated soil complete all as specified as directed by Engr-in- Charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified as directed by Engr-in- Charge
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified as directed by Engr-in- Charge
M&L Cement concrete type D2 1:4:8 (40 mm graded aggregate) in sub base of drain, foundations, filling and mass concrete complete all as specified as directed by Engr-in- Charge
M&L for 300 mm reinforced concrete pipes, Class NP3, laid and jointed complete with collar complete all as specified as directed by Engr-in- Charge
PCC 1:3:6 type C-2 Concrete bed to 300 internal dia NP-3 pipe drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed
B G GODSE ENGINEERS AND CONTRACTORS (BID ID -3446187)
M/S MAHADEV M PATIL (BID ID -3439353)
M/S ADITYA CONSTRUCTIONS (BID ID -3440641)
PURVIK CONSTRUCTIONS (BID ID -3440624)
S K ENTERPRISES (BID ID -3446302)
Vinod Enterprises (BID ID -3439867)
M/s S N Atiwadkar (BID ID -3440580)
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