|
| 1 | Part I: Strengthening to the Road From AnandurRoad to Karungudi RoadKm 0/0 - 2/100 (R-144). |
| 2 | Clearing the Light Jungle with out uprooting including all labour charges |
| 3 | Picking the Existing B.T surface including all labour charges etc complete |
| 4 | 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. |
| 5 | km 0/0 -1/500 |
| 6 | 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. |
| 7 | km 0/0 -1/0 |
| 8 | km 1/0-2/0 |
| 9 | km 2/0-2/100 |
| 10 | 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. |
| 11 | km 0/0 -1/0 |
| 12 | km 1/0-2/0 |
| 13 | km 2/0-2/100 |
| 14 | 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. |
| 15 | km 0/0 -1/0 |
| 16 | km1/0-2/0 |
| 17 | km 2/0-2/100 |
| 18 | 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 |
| 19 | km 0/0 -1/0 |
| 20 | km 1/0-2/0 |
| 21 | km 2/0-2/100 |
| 22 | 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 |
| 23 | km 0/0 -2/100 |
| 24 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 25 | Hecta metre stone |
| 26 | KM Stone |
| 27 | 60 cm Equilateral Traingle cautionary Sign board |
| 28 | CONSTRUCTION OF 1.5M SPAN CULVERT CH-2100M |
| 29 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 30 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 31 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum.(BELOWSILL) |
| 32 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum (ABOVE SILL) |
| 33 | Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete. |
| 34 | Reinforced cement concrete 1:1.5:3 mix using 20mmISS metalincluding cost and conveyance of all materials to site and alllabour charges for mixing, laying, and curing etc complete for 10 cum |
| 35 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etcusing mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmildsteel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(countrywood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand officers including conveyance of all materials to site and proper centering etc complete. |
| 36 | Suppling and fabrication charges for Steel including cost and conveyance of all materialsand labour charges etc complete. |
| 37 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 38 | 600mm dia Pipe Culvert CH 900m |
| 39 | Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation. |
| 40 | Collection and supply of sandand filling in to the basement including cost andconveyanceto the siteand all labour charges for filling as per standard speecifications |
| 41 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 42 | CC1:3:6 mix using 40 mm ISS HBGmetal including cost and conveyance and all lanour charges etc complete |
| 43 | Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete |
| 44 | Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 45 | Supply of NP3 Pipe including suitable collar including cost and conveyance charges etc.., |
| 46 | 600mm dia Pipe Culvert CH 950m |
| 47 | Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation. |
| 48 | Collection and supply of sandand filling in to the basement including cost andconveyanceto the siteand all labour charges for filling as per standard speecifications |
| 49 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 50 | CC1:3:6 mix using 40 mm ISS HBGmetal including cost and conveyance and all lanour charges etc complete |
| 51 | Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete |
| 52 | Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 53 | Supply of NP3 Pipe including suitable collar including cost and conveyance charges etc.., |
| 54 | Part II : Strengtherning to The road From NH 210- Siruvandal Road Km 0/0- 2/120(R-84). |
| 55 | Clearing the Light Jungle with out uprooting including all labour charges |
| 56 | Picking the Existing B.T surface including all labour charges etc complete |
| 57 | 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. |
| 58 | km 0/0 -2/120 |
| 59 | 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. |
| 60 | km 0/0 -1/0 |
| 61 | km 1/0 -2/0 |
| 62 | km 2/0 -2/120 |
| 63 | 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. |
| 64 | km 0/0 -1/0 |
| 65 | km 1/0 -2/0 |
| 66 | km 2/0 -2/120 |
| 67 | 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. |
| 68 | km 0/0 -1/0 |
| 69 | km 1/0 -2/0 |
| 70 | km 2/0 -2/120 |
| 71 | 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 |
| 72 | km 0/0 -1/0 |
| 73 | km 1/0 -2/0 |
| 74 | km 2/0 -2/120 |
| 75 | 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 |
| 76 | km 0/0 -2/120 |
| 77 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 78 | 1.5m span culvert Ch 1165m |
| 79 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 80 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 81 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum.(BELOWSILL) |
| 82 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 |
| 83 | Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete. |
| 84 | Reinforced cement concrete 1:1.5:3 mix using 20mmISS metalincluding cost and conveyance of all materials to site and alllabour charges for mixing, laying, and curing etc complete for 10 cum |
| 85 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing |
| 86 | Suppling and fabrication charges for Steel including cost and conveyance of all materialsand labour charges etc complete. |
| 87 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 88 | Hecta metre stone |
| 89 | KMstone |
| 90 | 60 cm Equilateral Traingle cautionary Sign board |
| 91 | Part III: Stengthening To The Road from Anandur Road To ponniyendhal RoadKm 0/0- 1/230 (R-74). |
| 92 | Clearing the Light Jungle with out uprooting including all labour charges |
| 93 | Picking the Existing B.T surface including all labour charges etc complete |
| 94 | 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. |
| 95 | km 0/0 -1/230 |
| 96 | 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. |
| 97 | km 0/0 -1/0 |
| 98 | km 1/0 -1/230 |
| 99 | 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. |
| 100 | km 0/0 -1/0 |
| 101 | km 1/0 -1/230 |
| 102 | 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. |
| 103 | km 0/0 -1/0 |
| 104 | km 1/0 -1/230 |
| 105 | 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 |
| 106 | km 0/0 -1/0 |
| 107 | km 1/0 -1/230 |
| 108 | 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 |
| 109 | km 0/0 -1/230 |
| 110 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 111 | 1.5m Span Culvert at Ch : 325m |
| 112 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 113 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 114 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum.(BELOWSILL) |
| 115 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 |
| 116 | Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete. |
| 117 | Reinforced cement concrete 1:1.5:3 mix using 20mmISS metalincluding cost and conveyance of all materials to site and alllabour charges for mixing, laying, and curing etc complete for 10 cum |
| 118 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing |
| 119 | Suppling and fabrication charges for Steel including cost and conveyance of all materialsand labour charges etc complete. |
| 120 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 121 | Hecta metre stone |
| 122 | KMstone |
| 123 | 60 cm Equilateral Traingle cautionary Sign board |
| 124 | Part - IV Strengthening the road From Ilayankudi - Iruthayapuram road to MV Devarkudiyiruppukm 0/0- 1/500(R-416) |
| 125 | Clearing the scrub jungle including all labour charges for burrying and burning etc complete |
| 126 | Picking the Existing B.T surface including all labour charges etc complete |
| 127 | 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. |
| 128 | km 0/0 -1/500 |
| 129 | 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. |
| 130 | km 0/0 -1/000 |
| 131 | km 1/0 -1/500 |
| 132 | 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. |
| 133 | km 0/0 -1/000 |
| 134 | km 1/0 -1/500 |
| 135 | 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. |
| 136 | km 1/0 -2/790 |
| 137 | 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 |
| 138 | km 1/0 -2/790 |
| 139 | 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 |
| 140 | km 0/0 -1/000 |
| 141 | km 1/0 -1/500 |
| 142 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 143 | KM metre stone |
| 144 | Hecta metre stone |
| 145 | 60 cm Equilateral Traingle cautionary Sign board |
| 146 | Construction of Retaining wall @ ch.025m |
| 147 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. |
| 148 | Retaining wall @ ch.025m |
| 149 | Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification |
| 150 | Retaining wall @ ch.025m |
| 151 | Cement concrete 1:4:8 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 152 | Retaining wall @ ch.025m |
| 153 | Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification |
| 154 | Retaining wall @ ch.025m |
| 155 | Cement concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 156 | Retaining wall @ ch.025m |
| 157 | Construction of 3m RCC slab culvert @ ch-350m |
| 158 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including |
| 159 | Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification |
| 160 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 161 | Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 162 | Cement concrete 1:2:4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. (20mm Metal) |
| 163 | Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification |
| 164 | Below sill footing |
| 165 | RCC deck |
| 166 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement and fabricating charges, centering and shuttering but including curing and 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. |
| 167 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied. |
| 168 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete |
| 169 | Construction of 3m RCC slab culvert @ ch-1200m |
| 170 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including |
| 171 | Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification |
| 172 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 173 | Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed |
| 174 | Cement concrete 1:2:4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. (20mm Metal) |
| 175 | Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification |
| 176 | Below sill footing |
| 177 | RCC deck |
| 178 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement and fabricating charges, centering and shuttering but including curing and 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. |
| 179 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied. |
| 180 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete |
| 181 | Construction of 3m RCC slab culvert @ ch-1495m |
| 182 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including |
| 183 | Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification |
| 184 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. |
| 185 | Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed |
| 186 | Cement concrete 1:2:4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed. (20mm Metal) |
| 187 | Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification |
| 188 | Below sill footing |
| 189 | RCC deck |
| 190 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement and fabricating charges, centering and shuttering but including curing and 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. |
| 191 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied. |
| 192 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete |
| 193 | Part - V Strengthening road from the Vilathur - Naduva Kudieruppu Road to Malari RoadKM 0/0-1/500 (R -472) |
| 194 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., |
| 195 | Picking the Existing B.T surface including all labour charges etc complete |
| 196 | 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. |
| 197 | km 0/0-1/500 |
| 198 | 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. |
| 199 | km 0/0-1/0 |
| 200 | km 1/0-1/500 |
| 201 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 202 | km 0/0-1/0 |
| 203 | km 1/0-1/500 |
| 204 | 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. |
| 205 | km 0/0-1/0 |
| 206 | km 1/0-1/500 |
| 207 | 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. |
| 208 | km 0/0-1/0 |
| 209 | km 1/0-1/500 |
| 210 | 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 |
| 211 | km 0/0-1/0 |
| 212 | km 1/0-1/500 |
| 213 | BITUMINOUS CONCRETE 30 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 |
| 214 | km 0/0-1/500 |
| 215 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 216 | Hecta metre stone |
| 217 | 60 cm Equilateral Traingle cautionary Sign board |
| 218 | Kilo metre stone |
| 219 | GST |
| 220 | 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} |
