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| 1 | MAINTANANCE OF THE ROAD FROM MANAMADURAI PULIYANKULAM ROAD TO SANNATHIPUDHUKULAM ROAD KM 0/0 -1/800 (R-12) |
| 2 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 3 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 4 | KM 0/0-1/0 |
| 5 | KM 1/0-2/00 |
| 6 | MAINTENANCE OF THE ROAD FROMMELANETTURTO MANAKKUDI ROAD0/0 -1/400 (R-23) |
| 7 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 8 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 9 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 10 | KM 0/0-1/0 |
| 11 | KM 1/0-1/400 |
| 12 | MAINTENANCE OF THE ROAD FROM MANAMADURAI PARAMAKUDI ROAD TO ARIYANUR ROAD0/0 -0/930(R-35) |
| 13 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 14 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 15 | KM 0/0-0/930 |
| 16 | MAINTENANCE OF THE ROAD FROM MANAMADURAI PULIYANKULAM ROAD TOSEYYALOORROAD0/0 -1/60 (R-37) |
| 17 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 18 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 19 | KM 0/0-1/0 |
| 20 | KM 1/0-2/0 |
| 21 | MAINTENANCE OF THE ROAD FROM VETHIYARENDAL ROADTOSENKOTTAIROAD0/0 -1/100 (R-44) |
| 22 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 23 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 24 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 25 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 26 | Providing and laying Tack coat over BT surface using 2Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 27 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 28 | MAINTENANCE OF THE ROAD FROM MANAMDURAI - PULIYANKULAM ROADTOMELAPIDAVUR ROAD0/0 -1/200 (R-51) |
| 29 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 30 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 31 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 32 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 33 | Providing and laying Tack coat over BT surface using 2Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 34 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 35 | MAINTENANCE OF THE ROAD FROMMANAMADURAI PARAMAKUDI ROADTO PANICKANEDALROAD0/0 -1/600 (R-61) |
| 36 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 37 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 38 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 39 | MAINTENANCE OF THE ROAD FROM MANAMDURAI PARAMAKUDI ROAD TO P.ALANKULAM ROAD0/0 -0/460 (R-88) |
| 40 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 41 | MAINTENANCE OF THE ROAD FROMKEELAPIDAVUR ROAD TO MAYALI ROAD0/0 -0/700(R-89) |
| 42 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 43 | MAINTENANCE OF THE ROAD FROM SEEGANKULAM ROAD TO ALANKULAM ROAD0/0 -0/600(R-96) |
| 44 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 45 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 46 | MAINTENANCE OF THE ROAD FROM SANNATHIPUDUKULAMTOSEYYALOORROAD0/0 -1/90 (R-112) |
| 47 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut |
| 48 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacti |
| 49 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 50 | 0/0-1/0 |
| 51 | 1/0-2/0 |
| 52 | Providing and laying Tack coat over BT surface using 2Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 53 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP si |
| 54 | MAINTENANCE OF THE ROAD FROM SEEGANKULAM ROAD TO CHINNAKANMOI KUDIRUPPU ROAD0/0 -0/600(R-118) |
| 55 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 56 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 57 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
