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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mantu Mondal L1 |
|---|---|---|---|---|
| 1.00Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler ,cleaning and preparing the existing road surface as per specifications : | ||||
| 1.01 | On bituminous surface @ 0.50 Kg / sqm | 7,600 | sq.m | 75 ₹5,70,000 Lowest |
| 2.00Providing 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 asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy : | ||||
| 2.01 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm. | 7,600 | sq.m | 800 ₹60,80,000 Lowest |
| 2.02 | or 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | 57 | sq.m | 1,300 ₹74,100 Lowest |
| 3.004 cm thick bitumastic sheet with hot bitumen of approved quality,using stone chippings (60% with 12.5 mm nominal size and 40%with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over atack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : | ||||
| 3.01 | With paving asphalt grade VG - 30 with no solvent | 7,600 | sq.m | 950 ₹72,20,000 Lowest |
| 4.00 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materialby fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface ofall dirt, seals, oil, grease and foreign material etc. complete as perdirection of Engineer-in-charge and accordance with applicable specifications. | 500 | sq.m | 800 ₹4,00,000 Lowest |
| 5.00 | Extraction of earth including carriage the work site by machanical transportation for an average lead of 13 Km and laying road side brems and consolidation with power roller of 8 tonnes in layer not exceeding 20cm in depth and as directed by Engineer-in-charge. | 200 | sq.m | 800 ₹1,60,000 Lowest |
| 6.00Routine Maintenance after completion of work | ||||
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
14 Dec 2023, 10:00 amClosed
EE, MID, APWD, Hut Bay
EE, MID, APWD, Hut Bay
Improvement of State Highway 01 from 9.00 Km to 11.00 Km under AE II MID Hut Bay
2023_APWD_12307_1
NIT No. 30/2023-24/SE/CC-I/MID(Hut Bay)
Open Tender
Civil Works - Roads
Item Rate
180 days
Hut Bay Little Andaman
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.4 L
SE, CC-I, APWD, Port Blair
18 Dec 2023
14 Nov 2023
15 Dec 2023
15 Nov 2023
14 Dec 2023
6 Dec 2023
16 Nov 2023 - 20 Nov 2023
5 Dec 2023
Amount
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted 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 asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm.
or 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
4 cm thick bitumastic sheet with hot bitumen of approved quality,using stone chippings (60% with 12.5 mm nominal size and 40%with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over atack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :
With paving asphalt grade VG - 30 with no solvent
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materialby fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface ofall dirt, seals, oil, grease and foreign material etc. complete as perdirection of Engineer-in-charge and accordance with applicable specifications.
Extraction of earth including carriage the work site by machanical transportation for an average lead of 13 Km and laying road side brems and consolidation with power roller of 8 tonnes in layer not exceeding 20cm in depth and as directed by Engineer-in-charge.
Routine Maintenance after completion of work
Routine maintenance cost for 1st Year
Routine maintenance cost for 2nd Year
Routine maintenance cost for 3rd Year
Routine maintenance cost for 4th Year
Routine maintenance cost for 5th Year
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