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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 | L1₹38.0 LAccepted-AOC 6 SAI KRUPA SONAWANE PARK BEHIND TILAK NAGAR BUS STOP OZAR MIG NASHIK 422206 | NASHIK | NASHIK | MAHARASHTRA | 422206 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹40.0 L+₹2.0 L (5.25%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹40.0 L+₹2.0 L (5.28%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹41.8 L+₹3.8 L (10.0%)Rejected-Finance FLAT NO 104 SAI VIHAR APARTMENT A WING INFRONT OF NASIK HOSPITAL KATHE GALLI NASIK 422 011 | NASIK | NASHIK | MAHARASHTRA | 422011 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹49.3 L+₹11.3 L (29.7%)Rejected-Finance 43 MANAK BHAVAN FIRST FLOOR GUMANPURA KOTA 324 007 RAJASTHAN | KOTA | KOTA | RAJASTHAN | 324007 | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M/s M R MAHANA L1 | M/S K.K.BINNAR L4 | Paras Electricals L3 | M/s Prem Associates L5 | M/s.TIRUPATI BUILDERS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.50 m deep and getting out hard/dense soil complete all as specified and directed. | 975 | Cum | 170 ₹1,65,750 Lowest | 187 ₹1,82,325 | 200 ₹1,95,000 | 200 ₹1,95,000 | 200 ₹1,95,000 |
| 2.00 | Removing excavatged matereials to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point in soils complete all as specified and as directed. | 975 | Cum | 140 ₹1,36,500 Lowest | 154 ₹1,50,150 | 180 ₹1,75,500 | 160 ₹1,56,000 | 180 ₹1,75,500 |
| 3.00 | M&L moorum/ red bajri filling in floors or pavings , laid in layers of any thickness , spread levelled and rammed incluidng watering complete all as specified and directed. | 595 | Cum | 875 ₹5,20,625 Lowest | 962.5 ₹5,72,687.5 | 900 ₹5,35,500 | 900 ₹5,35,500 | 900 ₹5,35,500 |
| 4.00 | Rolling to formation level in cutting with power roller exc 5 ton and n.exc 8 ton complete all as specified and directed | 108 | 10 Sqm | 190 ₹20,520 Lowest | 209 ₹22,572 | 200 ₹21,600 | 200 ₹21,600 | 200 ₹21,600 |
| 5.00 | 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 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 levelling 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 atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and as directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works. 2013 complete all as specified and directed. | 108 | 10 Sqm | 4,341 ₹4,68,828 Lowest | 4,775.1 ₹5,15,710.8 | 4,500 ₹4,86,000 | 5,000 ₹5,40,000 | 4,500 ₹4,86,000 |
| 6.00 | M & L for 225 mm thick (compated thickness) Wet Mix Mecadam gradin(WMM) in three layers 75 mm each grading as per table 400-13 of MORT&H specification,for road and bridge works 2013manufactured in WMM Plant material comprising of clean,crushed, graded aggr. and granular material premixed with water to a dense mass , sreading with sensor paver and rolling with vaibrator roller of capacity 80 to 100kn static waight and consolidatiating to required gradient and camber complete all as specified and as directed. | 108 | 10 Sqm | 6,527 ₹7,04,916 Lowest | 7,179.7 ₹7,75,407.6 | 6,700 ₹7,23,600 | 7,000 ₹7,56,000 | 6,600 ₹7,12,800 |
| 7.00 | M & L for Preparing WMM surface by brushing with wire brushes for removing caked mud etc and finally removing all loose dirt and finally Cleaning the WBM/WMM surface with power compressor & applying evenly priming/tack coat with bitumenuos primer of VG 10 grade paving bitumen @ 7.50 kg /Xsqm complete all as specified and directed. | 108 | 10 Sqm | 580 ₹62,640 Lowest | 638 ₹68,904 | 600 ₹64,800 | 600 ₹64,800 | 590 ₹63,720 |
| 8.00 | M & L for 50mm compacted thickness premixed bitumenous mecadum laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exc 12 tonne complete all as specified and directed. | 54 | Cum | 10,210 ₹5,51,340 Lowest | 11,231 ₹6,06,474 | 11,000 ₹5,94,000 | 12,000 ₹6,48,000 | 11,000 ₹5,94,000 |
| 9.00 | M & L for Preparing new bitumenous mecadum black top surface by brushing with wire brushes for removing caked mud etc and finally removing all loose dirt and finally Cleaning the WBM/WMM surface with power compressor & applying evenly priming/tack coat with bitumenuos primer of VG 10 grade paving bitumen @ 2.50 kg /Xsqm complete all as specified and directed. | 108 | 10 Sqm | 240 ₹25,920 Lowest | 264 ₹28,512 | 260 ₹28,080 | 250 ₹27,000 | 250 ₹27,000 |
| 10.00 | M & L for 40mm consolidated thicknes premixed semi dense asphaltic concrete (SDAC) with 5.0% binder content by weight of total mix, using mechanical paver/vibratory roller, Paving bitumen grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exc 12 tonne complete all as specified and directed. | 108 | 10 Sqm | 5,380 ₹5,81,040 Lowest | 5,918 ₹6,39,144 | 5,500 ₹5,94,000 | 8,000 ₹8,64,000 | 5,500 ₹5,94,000 |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
10 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_726761_1
86037/E8
Open Tender
Civil Works
Item Rate
180 days
DEOLALI
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE DEOLALI
₹86,400
Yes
2 Dec 2025
20 Aug 2025
17 Sept 2025
20 Aug 2025
10 Sept 2025
3 Sept 2025
21 Aug 2025 - 25 Aug 2025
Amount
Excavation over areas n exc 1.50 m deep and getting out hard/dense soil complete all as specified and directed.
Removing excavatged matereials to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point in soils complete all as specified and as directed.
M&L moorum/ red bajri filling in floors or pavings , laid in layers of any thickness , spread levelled and rammed incluidng watering complete all as specified and directed.
Rolling to formation level in cutting with power roller exc 5 ton and n.exc 8 ton complete 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 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 levelling 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 atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and as directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works. 2013 complete all as specified and directed.
M & L for 225 mm thick (compated thickness) Wet Mix Mecadam gradin(WMM) in three layers 75 mm each grading as per table 400-13 of MORT&H specification,for road and bridge works 2013manufactured in WMM Plant material comprising of clean,crushed, graded aggr. and granular material premixed with water to a dense mass , sreading with sensor paver and rolling with vaibrator roller of capacity 80 to 100kn static waight and consolidatiating to required gradient and camber complete all as specified and as directed.
M & L for Preparing WMM surface by brushing with wire brushes for removing caked mud etc and finally removing all loose dirt and finally Cleaning the WBM/WMM surface with power compressor & applying evenly priming/tack coat with bitumenuos primer of VG 10 grade paving bitumen @ 7.50 kg /Xsqm complete all as specified and directed.
M & L for 50mm compacted thickness premixed bitumenous mecadum laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exc 12 tonne complete all as specified and directed.
M & L for Preparing new bitumenous mecadum black top surface by brushing with wire brushes for removing caked mud etc and finally removing all loose dirt and finally Cleaning the WBM/WMM surface with power compressor & applying evenly priming/tack coat with bitumenuos primer of VG 10 grade paving bitumen @ 2.50 kg /Xsqm complete all as specified and directed.
M & L for 40mm consolidated thicknes premixed semi dense asphaltic concrete (SDAC) with 5.0% binder content by weight of total mix, using mechanical paver/vibratory roller, Paving bitumen grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exc 12 tonne complete all as specified and directed.
M & L for Preparation of new black top surfaces and painting lines, dashes, letter, arrows etc of any width or girth on road pavement and like with 2mm thick ness thermoplastic road marking paint white or golden yellow with glass reflectorised beads applied mechanically with thermoplastic applicator machines all as manufactures instructions and complete all as specified and directed.
M & L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in postiotion to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 course sand) including making joints except at sharp curve shall not t more than 5 mm) including necessary earthwork and making drainage opening wherever required complete all as specified and directed.
M/s.TIRUPATI BUILDERS (BID ID -3421379)
Paras Electricals (BID ID -3421339)
M/S K.K.BINNAR (BID ID -3421286)
M/s Prem Associates (BID ID -3421432)
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