|
| 1 | Part I: Strengtherning to The road From NH 210- Siruvandal Road Km 0/0- 2/120R-84(VPR) |
| 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 -2/120 |
| 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 -2/120 |
| 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 -2/120 |
| 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 | km 1/0 -2/0 |
| 17 | km 2/0 -2/120 |
| 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 -2/120 |
| 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 -2/120 |
| 24 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 25 | 1.5m span culvert Ch 1165m |
| 26 | 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 |
| 27 | 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 |
| 28 | 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) |
| 29 | 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 |
| 30 | Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete. |
| 31 | 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 |
| 32 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing |
| 33 | Suppling and fabrication charges for Steel including cost and conveyance of all materialsand labour charges etc complete. |
| 34 | 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, |
| 35 | Hecta metre stone |
| 36 | KMstone |
| 37 | 60 cm Equilateral Traingle cautionary Sign board |
| 38 | Part II: Stengthening To The Road from Anandur Road To ponniyendhal RoadKm 0/0- 1/230 (R-74)(VPR) |
| 39 | Clearing the Light Jungle with out uprooting including all labour charges |
| 40 | Picking the Existing B.T surface including all labour charges etc complete |
| 41 | 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. |
| 42 | km 0/0 -1/230 |
| 43 | 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. |
| 44 | km 0/0 -1/0 |
| 45 | km 1/0 -1/230 |
| 46 | 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. |
| 47 | km 0/0 -1/0 |
| 48 | km 1/0 -1/230 |
| 49 | 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. |
| 50 | km 0/0 -1/0 |
| 51 | km 1/0 -1/230 |
| 52 | 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 |
| 53 | km 0/0 -1/0 |
| 54 | km 1/0 -1/230 |
| 55 | 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 |
| 56 | km 0/0 -1/230 |
| 57 | Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface |
| 58 | 1.5m Span Culvert at Ch : 325m |
| 59 | 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 |
| 60 | 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 |
| 61 | 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) |
| 62 | 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 |
| 63 | Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete. |
| 64 | 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 |
| 65 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing |
| 66 | Suppling and fabrication charges for Steel including cost and conveyance of all materialsand labour charges etc complete. |
| 67 | 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, |
| 68 | Hecta metre stone |
| 69 | KMstone |
| 70 | 60 cm Equilateral Traingle cautionary Sign board |
| 71 | GST |
| 72 | 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} |
