|
| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per clause 202 of MORTH Rev-5. |
| 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, 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 clause 301 ofMORTH Rev-5. For Box cutting including conveyance of cut earth from the site with average lead (For Widening portion) |
| 3 | 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 vibratory soil compactor, 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 embankment / sub grade (For Dip Raising portion) |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labou rcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 and IRC : 37-2018 - for Grading-V material |
| 5 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labou rcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 and IRC 37 - 2018 - for Grading-III material |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 7 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 - over WMM |
| 8 | Providing and laying Tack Coat over WBM/WMMsurface (treatedwithprimer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 |
| 9 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 |
| 10 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 11 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50 13.20mm, 0.43cum of 13.20 - 2.36 mm and 0.08cum of 2.36 mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature. using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30 t CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 - Grade-II |
| 12 | Providing, laying 80 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20mm, 0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 Grade-I. |
| 13 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG 30 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 mixplant 20-30ton 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 Pneumatic Roller 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 hydrostatic (morethan5mwidth), Vibratory/ Pneumatic roller and all other tools and plant required, including fuel andall other incidental charges etc.,complete a sper specification using CMP as per clause 507 of MORTH Rev5 - Grade-II |
| 14 | Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 clause 507 of MORTH. |
| 15 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers |
| 16 | Reconstruction of Box Culvert of 3 Cells of 2.00m x 2.00m at km 6/6 of Kamanaickenpalayam - Annur Road (SH 165) |
| 17 | Dismantling the existing RR masonry wall and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges.,complete. |
| 18 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. |
| 19 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. |
| 20 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall (Below Sill) |
| 21 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above Sill) |
| 22 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. |
| 23 | Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 24 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 25 | Filling inbetween Culvert and Road with Carted earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per MORTH Vth Revision Specifications No. 304, 2907 (Labour charges only) |
| 26 | Reconstruction of Box Culvert (2 cells of 2mX2m) at Km 6/8 of Kamanaickenpalayam to Annur Road (SH 165) |
| 27 | Dismantling the existing RR masonry wall and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges.,complete. |
| 28 | Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT. |
| 29 | Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF BOX CULVERT AND WING WALLS |
| 30 | VibratedPlain Cement Concrete of grade M20using 40mm ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Wing wall Footings (Below Sill) |
| 31 | VibratedPlain Cement Concrete of grade M20using 40mm ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Wing wall & Parapet(Above sill) |
| 32 | VibratedReinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT. |
| 33 | Supply and fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete. Fe-500 D grade |
| 34 | Providing and fixing Class I PVC seepage pipes of 110 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill. |
| 35 | Refilling inbetween Culvert and Road with excavated earth including cost and conveyance to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete as per MoRTH Vth Revision Specifications No.304,2907 (Labour charges only) |
| 36 | Construction of New Box Culvert (2.00mx2.00m) at km 2/6 of Kamanaickenpalayam – Annur road (SH 165) |
| 37 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box culvert |
| 38 | Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTINGS OF BOX CULVERT and WING WALL |
| 39 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. |
| 40 | Supply and fabrication of STEEL grade Fe500 Dfor all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 41 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall . (BELOW SILL) |
| 42 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet. (ABOVE SILL) |
| 43 | Refilling inbetween Culvert and Road with excavated earth including cost and conveyance to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete as per MoRTH Vth Revision Specifications No.304,2907 (Labour charges only) |
| 44 | Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 45 | Construction of New Box culvert (2.00mx1.50m) at km 7/4 of Kamanaickenpalayam - Annur Road SH 165 |
| 46 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Brick / Stone Masonry in Cement mortar walls under 3m high. |
| 47 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box Culvert and Wing wall. |
| 48 | Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. |
| 49 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall(Below sill level) |
| 50 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above sill level) |
| 51 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 52 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. |
| 53 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 54 | Refilling inbetween Culvert and Road with excavated earth including cost and conveyance to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete as per MoRTH Vth Revision Specifications No.304,2907 (Labour charges only) |
| 55 | Widening of Pipe culvert at Km 8/10 of Kamanaickenpalayam - Annur Road SH 165 |
| 56 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 57 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Body Wall. |
| 58 | Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Body Wall |
| 59 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for for Body Wall (Below Sill Level) |
| 60 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Body Wall and Parapet (Above Sill Level) |
| 61 | Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications. |
| 62 | Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers and as per standard specifications. |
| 63 | Filling behind Returning walls using excavated earth including cost and conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete. (labour charges only) |
| 64 | Construction of PCC Retaining Wall in km 7/8,9/10,10/2 of Kamanaickenpalayam - Annur Road SH 165 |
| 65 | Dismantling the existing RR masonry wall and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges.,complete. |
| 66 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS208, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS. |
| 67 | At Km 7/8 R/s 2.5m height |
| 68 | At Km 9/10 L/s 3m height |
| 69 | At 10/200 L/s2.5m height |
| 70 | Vibrated Cement Concrete M20 Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTING AND STEM OF RETAINING WALL (BELOW SILL) |
| 71 | At Km 7/8 R/s 2.5m height |
| 72 | At Km 9/10 L/s 3m height |
| 73 | At 10/200 L/s2.5m height |
| 74 | Vibrated Cement Concrete M20 Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RETAINING WALL (ABOVE SILL) |
| 75 | At Km 7/8 R/s 2.5m height |
| 76 | At Km 9/10 L/s 3m height |
| 77 | At 10/200 L/s2.5m height |
| 78 | Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS. |
| 79 | At Km 7/8 R/s 2.5m height |
| 80 | At Km 9/10 L/s 3m height |
| 81 | At 10/200 L/s2.5m height |
| 82 | Refilling behind Retaining wall with excavated earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per MORTH Vth Revision Specifications No. 304, 2907 (Labour charges only) |
| 83 | Providing for Road furnitures from Km 1/4 to 10/2 of Kamanaickenpalayam - Annur Road SH 165 |
| 84 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms, per sq.m area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC: 35.The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORTH specification No. 803) |
| 85 | Providingandfixingreflectiveroadstudsof‘categoryA’ Raisedpavementmarkersmadeout ofpolycarbonate/methylmethercrylate /ABSmouldedbodyconfirmingto ASTMD788and reflectivepanelswithmicroprismaticlenscapableofprovidingtotal internalreflectionofthe lightentering thelensfacewithretroreflectance andchromaticity valuesconforming to ASTMD4280.Thereflective raised pavement markers shallalsoconfirm totheMORTH circularNoRW/NH.33023/ 10/97-DO.IIIdt11.06.97. Theheight,widthandlengthshall notbelessthan15mm,90mmand100mmandwithminimumreflectivearea of13Sq.cm oneachsideandtheslopetothebaseshallbe35 +/ -5degree.Eachreflectorshall have aCIL notlessthanvaluesspecified inTable2ofsaidMORTHcircular. Thestrength of detachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/ -2mmarid heightnotlessthan 30+/ - 2mm)fromthebodyistobe aminimumvalueof 500 Kgf.Fixing willbebydrillingholesontheroadfortheshankstogoinside, withoutnailsandusing epoxyresinbasedadhesiveaspermanufacturer’s recommendation andcompleteasdirected bytheengineer. Themarkershallsupportaloadof13635Kgtestedinaccordancewith ASTMD428Oandconfirming toIRC 35-2015guidelinesandMORT&Hspecification804 etc., complete |
| 86 | ProvidinganderectingofRetro-Reflector›sedCautionary,MandatoryandInformatorysigns (without definition) madeoutofHighIntensityPrismaticGradeSheetingconfirming toType-IVstandardsofIRC-67:2022 andASTMD4956—09,specificationandfixedover 2mmthickAluminiumsheetfixedoverabacksupportingframeof25mmx25mmx3mmMild Steelangleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnot lessthan2. 10mfromthegroundleveltothebottomofthesignboardand0.60mbelow groundlevel.ThesignpostshouldbepaintedasperIRC 67-2022andfirmlyfixedtothe groundbymeansof properlydesignedfoundationwithM15gradecementconcrete 45cmX45cmX60cmsizeincludingcostandconveyanceofallmaterials,equipment, Machinery andlabourwith all leads and lifts, loadingchargesnecessary forsatisfactory completionofthe workasdirectedbythe engineerin Charge. HighintensityRetro-Reflectro sheet shallconsist ofminimum coefficient ofRetro-reflectionas perTable6.6 ofIRC 67- 2022.Theretro-reflectivesheetingshallbecoveredunder7 3 earwarrantyissuedforfield performanceandacertifiedcopyofthreeyearsoutdoorexposurereportshallbeobtainedas per IRC67:2022.(as per MORT&HSpecificationNo.801) |
| 87 | 90 cm equilateraltriangle |
| 88 | ProvidingfixingofRigidMedianMarkerdoublesided made of polycarbonate for impact resistance and good weatherability.Polycarbonateusedformoldingthe medianmarkershallhaveaminimumIzodimpact strength value of 600 J/m at room temperature. The impactstrengthofthepolycarbonateshouldnot decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming toTypeXIspecificationsasperASTMD4956.Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similarmechanismtopreventvandalismand sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. |
| 89 | Provision of an Reinforced cement concrete (M25 grade concrete & HYSD steel Reinforcement) New jersey crash barrier at themedians, constructed with Reinforcement Cement Concrete centre of the road constructed with HYSD reinforcement conforming to conforming MoRTH specification and as per details givenIRC:119 (Fig 26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.. as perapproved drawing and at locations directed by the Engineer, all as specified |
| 90 | Supply and fixing of KM stone of standard design and drawing as per IRC :8-1980 (second revision), including painting and numbering etc., and all other incidental charges etc., complete. |
| 91 | Supply and fixing of HM stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc., complete. |
| 92 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 93 | Sub Total Amount for above all items (excluding GST) |
| 94 | GST 18% for above SubTotal Amount |
| 95 | Total in Figures (SubTotal + GST) |
