|
| 1 | Part I: Strengtheningthe Road From Utharavai to Kamatchiamman kovil road in Utharavai Panchayat (R-339) Km 0/0 - 0/330 |
| 2 | Picking the Existing B.T surface including all labour charges etc complete |
| 3 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 4 | km 0/0 - 0/330 |
| 5 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 6 | km 0/0 - 0/330 |
| 7 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 8 | km 0/0 - 0/330 |
| 9 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 10 | km 0/0 - 0/330 |
| 11 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 12 | km 0/0 - 0/330 |
| 13 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 14 | km 0/0 - 0/330 |
| 15 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 16 | Hecta metre stone |
| 17 | 60 cm Equilateral Traingle cautionary Sign board |
| 18 | Part II: Upgradationthe Road From Thathanenthal burial ground in Thathanenthal Panchayat (R-435) Km 0/0 - 0/700 |
| 19 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 20 | km 0/0 -0/700 |
| 21 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 22 | km 0/0 -0/700 |
| 23 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 24 | km 0/0 -0/700 |
| 25 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 26 | km 0/0 -0/700 |
| 27 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 28 | km 0/0 -0/700 |
| 29 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 30 | km 0/0 -0/700 |
| 31 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 32 | Hecta metre stone |
| 33 | 60 cm Equilateral Traingle cautionary Sign board |
| 34 | Part III: Strengtheningthe Road From Vallabai Ayyappan koil - Melur coloney road to meet Veeravelvalasai-melur colony road (via) melur village in Regunathapuram Panchayat (R-145) Km 0/0 - 1/450 |
| 35 | Picking the Existing B.T surface including all labour charges etc complete |
| 36 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 37 | km 0/0 -1/450 |
| 38 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 39 | km 0/0 - 1/0 |
| 40 | km 1/0 -1/450 |
| 41 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 42 | km 0/0 -1/450 |
| 43 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 44 | km 0/0 -1/450 |
| 45 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 46 | km 0/0 -1/450 |
| 47 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 48 | km 0/0 -1/450 |
| 49 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 50 | Hecta metre stone |
| 51 | Kilo metre stone |
| 52 | 60 cm Equilateral Traingle cautionary Sign board |
| 53 | Part IV: Renewal BT Road from Vannanthurai ECR to pallamorekulam (via) keelathillaiyendal in Thilaiyenthal Panchayat (R-182) km 0/0-1/08 |
| 54 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 55 | km 0/0 - 1/08 |
| 56 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 57 | km 0/0 -1/0 |
| 58 | km 1/0 -1/08 |
| 59 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 25mm using 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site |
| 60 | km 0/0 -1/0 |
| 61 | km 1/0 -1/08 |
| 62 | Applying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 63 | km 0/0 - 1/08 |
| 64 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 65 | km 0/0 - 1/08 |
| 66 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 67 | Hecta metre stone |
| 68 | Kilo metre stone |
| 69 | 60 cm Equilateral Traingle cautionary Sign board |
| 70 | Part V: Strengtheningthe Road From Ekkakudi -Theivachilainallur road in Ekkakudi Panchayat (R-60) Km 0/0 - 2/130 |
| 71 | Picking the Existing B.T surface including all labour charges etc complete |
| 72 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 73 | km 0/0 -2/130 |
| 74 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 75 | km 0/0 -1/0 |
| 76 | km 1/0 -2/0 |
| 77 | km 2/0 -2/130 |
| 78 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 79 | km 0/0 -2/130 |
| 80 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 81 | km 0/0 -2/130 |
| 82 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 83 | km 0/0 -2/130 |
| 84 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 85 | km 0/0 -2/130 |
| 86 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 87 | Hecta metre stone |
| 88 | Kilo metre stone |
| 89 | 60 cm Equilateral Traingle cautionary Sign board |
| 90 | 6m Span Culvert @ Ch 1140m |
| 91 | Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundationas per standard specification |
| 92 | cement concrete 1:4:8 using 40mm HBGS metal in layers not more 15 cm thick well rammed watered and compacted .complete complying to standard specification |
| 93 | Cement Concrete 1:3:6 Using 40 mmgauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification |
| 94 | Cement Concrete 1:2:4 Using 40 mmgauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification |
| 95 | Cement Concrete 1:2:4 Using 20 mmgauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification |
| 96 | Supplying and erecting centeringshuttering includingnecessary supportsfor including cost and conveyance of all materials to site and all labour charges etccomplete.Below GL |
| 97 | Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein for cement and fabricating charges, centring and shuttering, shall be finished smooth with cement mortar 1:3, 12mm thick. and with Kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. Rate for 10m3 |
| 98 | Supplying and fabrication of steel including cost and conveyance ofsteel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works |
| 99 | Providing and fixing 20mm bitumen felt for expansion joints between dirt wall and deck slab |
| 100 | Supply and Fixing of Tar Paper for full width of seting of Deck slabincluding all labour charges etc complete.. |
| 101 | Providing Weep holes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification |
| 102 | Gravel filling between bodywall including cost and conveyence of gravel labour for filling watering and compacting etc., completed with standard specification., |
| 103 | Part VI:Strengtheningthe Road From Kalari Joint Road in Kalari Panchayat (R-64) Km 0/0 - 0/560 |
| 104 | Picking the Existing B.T surface including all labour charges etc complete |
| 105 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 106 | km 0/0 -0/560 |
| 107 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 108 | km 0/0 -0/560 |
| 109 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 110 | km 0/0 -0/560 |
| 111 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 112 | km 0/0 -0/560 |
| 113 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 114 | km 0/0 -0/560 |
| 115 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 116 | km 0/0 -0/560 |
| 117 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 118 | Hecta metre stone |
| 119 | 60 cm Equilateral Traingle cautionary Sign board |
| 120 | Part VII: Strengtheningthe Road From Kanjirankudi to Koraikuttam Road in Kanjirangudi Panchayat (R-49) Km 0/0 - 2/310 |
| 121 | Picking the Existing B.T surface including all labour charges etc complete |
| 122 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 123 | km 0/0 -2/310 |
| 124 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 125 | km 0/0 -1/0 |
| 126 | km 1/0 -2/00 |
| 127 | km 2/0 -2/310 |
| 128 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 129 | km 0/0 -2/310 |
| 130 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 131 | km 0/0 -2/310 |
| 132 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 133 | km 0/0 -2/310 |
| 134 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 135 | km 0/0 -2/310 |
| 136 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 137 | Hecta metre stone |
| 138 | Kilo metre stone |
| 139 | 60 cm Equilateral Traingle cautionary Sign board |
| 140 | Part VIII: Strengtheningthe Road From Pudhukulam road in Alangulam Panchayat (R-421) Km 0/0 - 0/250 |
| 141 | Picking the Existing B.T surface including all labour charges etc complete |
| 142 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 143 | km 0/0 - 0/250 |
| 144 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 145 | km 0/0 - 0/250 |
| 146 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 147 | km 0/0 - 0/250 |
| 148 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 149 | km 0/0 - 0/250 |
| 150 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 151 | km 0/0 - 0/250 |
| 152 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 153 | km 0/0 - 0/250 |
| 154 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 155 | Hecta metre stone |
| 156 | 60 cm Equilateral Traingle cautionary Sign board |
| 157 | Part IX: Strengtheningthe Road From Panaiyadiyendal Amman koil Road in PanaiyadiyendalPanchayat (R-131) Km 0/0 - 1/200 |
| 158 | Picking the Existing B.T surface including all labour charges etc complete |
| 159 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 160 | km 0/0 - 1/200 |
| 161 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 162 | km 0/0 - 1/0 |
| 163 | km 1/0 - 01/200 |
| 164 | Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyan |
| 165 | km 0/0 - 1/0 |
| 166 | km 1/0 - 01/200 |
| 167 | Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyan |
| 168 | km 0/0 - 1/0 |
| 169 | km 1/0 - 01/200 |
| 170 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 171 | km 0/0 - 1/200 |
| 172 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 173 | km 0/0 - 1/200 |
| 174 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 175 | km 0/0 - 1/200 |
| 176 | Hecta metre stone |
| 177 | Kilo metre stone |
| 178 | 60 cm Equilateral Traingle cautionary Sign board |
| 179 | Part X: Strengtheningthe Road From Sengalneenodai to Sivagamipuram (via) Alawakkaraivadi in Kanjirangudi Panchayat (R-75) Km 0/0 - 2/610 |
| 180 | Picking the Existing B.T surface including all labour charges etc complete |
| 181 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. |
| 182 | km 0/0 -2/610 |
| 183 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 184 | km 0/0 -1/0 |
| 185 | km 1/0 -2/00 |
| 186 | km 2/0 -2/610 |
| 187 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 188 | km 0/0 -2/610 |
| 189 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 190 | km 0/0 -2/610 |
| 191 | Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 192 | km 0/0 -2/610 |
| 193 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 194 | km 0/0 -2/610 |
| 195 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 196 | Hecta metre stone |
| 197 | Kilo metre stone |
| 198 | 60 cm Equilateral Traingle cautionary Sign board |
| 199 | GST |
| 200 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
