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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.4 LAdmitted-Finance | ₹73.4 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹29.1 L (39.7%)Admitted-Finance OFFICE SPACE NO 95 10TH CROSS STREET SENTHIL NAGAR KOLATHUR CHENNAI 600099 | CHENNAI | TAMIL NADU | 600099 | ₹1.0 Cr+₹29.1 L (39.7%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dassara Constructions L1 | GEES EPC SERVICES PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00BT ROAD | |||||
| 1.10 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulations etc., and re-rolling the sub grade and disposal of surplus earth with lead up to 50 Meters | 2,050 | Sqm | 1,61,950 ₹1,91,101 Lowest | 2,56,250 ₹3,02,375 |
| 1.20 | Providing and plying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg / Sqm | 12,400 | Sqm | 4,58,800 ₹5,41,384 Lowest | 7,44,000 ₹8,77,920 |
| 1.30 | Providing and laying bitumen penetration macadam with hard stone aggregate of quality size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self-propelled / tipper tail mounted aggregate spreader ana applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: for 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 Sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG – 10@ 68 Kg/10 Sqm.
Note: Items to be operated only for filling pot holes, damaged areas if any with the prior approval of Engineers in In-charge | 2,050 | Sqm | 22,85,750 ₹26,97,185 | 17,42,500 ₹20,56,150 Lowest |
| 1.40 | Providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth. Wheeled, vibratory and tendem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge 75 mm average compacted thickness with bitumen of grade VG-30 @ 5% (Percentage by weight of total mix) and lime filler @2% (Percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 TPH capacity. | 347 | Cum | 3,86,905 ₹4,56,547.9 Lowest | 39,21,100 ₹46,26,898 |
| 1.50 | 2.5 mm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc., Completed (Tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent. | 4,550 | Sqm | 17,97,250 ₹21,20,755 | 12,51,250 ₹14,76,475 Lowest |
| 1.60 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spraying using 98 kg bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
Note: Seal coat items to be operated only with the prior approval of Engineer in-charge concerned. | 4,550 | Sqm | 11,28,400 ₹13,31,512 | 7,73,500 ₹9,12,730 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
3 Apr 2023, 4:00 pmClosed
DGM - MAINTENANCE
MFL, MANALI, CHENNAI - 68
LAYING OF BT ROAD IN MFL
2023_MFL_743736_1
ESER/MAINT/ROAD /030423/017 DT.03.03.2023
Open Tender
Miscellaneous Services
Works
180 days
MFL, MANALI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.7 L
Yes
29 May 2023
3 Mar 2023
5 Apr 2023
3 Mar 2023
3 Apr 2023
3 Mar 2023
BT ROAD
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulations etc., and re-rolling the sub grade and disposal of surplus earth with lead up to 50 Meters
Providing and plying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg / Sqm
Providing and laying bitumen penetration macadam with hard stone aggregate of quality size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self-propelled / tipper tail mounted aggregate spreader ana applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: for 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 Sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG – 10@ 68 Kg/10 Sqm. Note: Items to be operated only for filling pot holes, damaged areas if any with the prior approval of Engineers in In-charge
Providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth. Wheeled, vibratory and tendem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge 75 mm average compacted thickness with bitumen of grade VG-30 @ 5% (Percentage by weight of total mix) and lime filler @2% (Percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 TPH capacity.
2.5 mm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc., Completed (Tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spraying using 98 kg bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. Note: Seal coat items to be operated only with the prior approval of Engineer in-charge concerned.
GEES EPC SERVICES PVT. LTD.
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