|
| 1 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., |
| 2 | Road A |
| 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, equipment and all incidental charges; including compacting with power roller, watering; including all hire and fuel charges for all tools and plants; removal of other deleterious matter and obstructions; trimming of bottom of excavation; backfilling; clearing up the site and disposal of all surplus materials etc., complete as per standard specification. a) Box cutting for widening portion |
| 4 | Road A |
| 5 | Road A (Branch Road Improvements) |
| 6 | Providing compaction of berms using the 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 as directed by the departmental engineers for making up of low berms |
| 7 | Road A |
| 8 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with 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 |
| 9 | Road A |
| 10 | Granular Sub-base- Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechanical 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 achieve 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.-for grading- V Material |
| 11 | Road A |
| 12 | Road A (Branch Road Improvements) |
| 13 | Granular Sub-base- Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechanical 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 achieve 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.- for Grading- III Material |
| 14 | Road A |
| 15 | Road A (Branch Road Improvements) |
| 16 | Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 250 mm thick, including premixing the materials with water at OMC in mechanical mix plant, 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 roller to achieve 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. |
| 17 | Road A |
| 18 | Road A (Branch Road Improvements) |
| 19 | Prime coat - Providing and laying Prime Coat over Granular base using 7 Kg of Emulsion Bitumen (SS1) 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 per Clause 502 of MORTH Rev-5. |
| 20 | Road A |
| 21 | Road A (Branch Road Improvements) |
| 22 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer |
| 23 | Road A (Branch Road Improvements) |
| 24 | Tack coat - Providing and laying Tack Coat over existing BT surface using 2 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 per Clause 503 of MORTH Rev-5 |
| 25 | Road A (Branch Road Improvements) |
| 26 | Road A |
| 27 | Dense Graded Bituminous Macadam (75 mm thick using VG30 Bitumen and more than 5m Paver. Providing and laying and consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50–13.20 mm, 0.25 cum of 13.20–2.36 mm and 0.23 cum of 2.36 mm and below, and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10 sqm; 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 work site; spreading the mix to uniform thickness of 50 mm using paver to the specified grades and cross sections; compacted by Vibratory / Pneumatic Roller to the required density etc.; including labour for attending to paver at site etc.; including hire and fuel charges for 20–30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers 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 |
| 28 | Road A |
| 29 | Dense Graded Bituminous Macadam (75 mm thick using VG30 Bitumen - Providing and laying and consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50–13.20 mm, 0.25 cum of 13.20–2.36 mm and 0.23 cum of 2.36 mm and below, and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10 sqm; 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 work site; spreading the mix to uniform thickness of 50 mm using paver to the specified grades and cross sections; compacted by Vibratory / Pneumatic Roller to the required density etc.; including labour for attending to paver at site etc.; including hire and fuel charges for 20–30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers 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 |
| 30 | Road A (Branch Road Improvements) |
| 31 | Bituminous Macadam Grading II -Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50–13.20 mm, 0.43 cum of 13.20–2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in 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 50 mm 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 ton CMP with bitumen boiler, tipper trucks, 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 504 of MORTH Rev-5 |
| 32 | Road A (Branch Road Improvements) |
| 33 | Bituminous Concrete - 40 mm thick grade II Using VG 30 Bitumen ( More than 5 M Paver) Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 mm and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm; 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 40 mm 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 at site etc., including hire charges and fuel charges for 20–30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory Roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MORTH Rev-5. Grade II |
| 34 | Road A |
| 35 | Bituminous Concrete - 40 mm thick grade II Using VG 30 Bitumen Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 mm and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm; 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 40 mm 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 at site etc., including hire charges and fuel charges for 20–30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory Roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MORTH Rev-5. Grade II |
| 36 | Road A (Branch Road Improvements) |
| 37 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC) |
| 38 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 39 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 40 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 41 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 42 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 43 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 44 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) |
| 45 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 46 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 47 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION |
| 48 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 49 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 50 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 51 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 52 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 53 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 54 | Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for BASE COURSE OF BOX CULVERT |
| 55 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 56 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 57 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 58 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 59 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 60 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 61 | Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL |
| 62 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 63 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 64 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 65 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 66 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 67 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 68 | Supply and fabrication of Fe-500/Fe-500D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 2706 of MORT&H Specficaton (Fifth Revision-2013) |
| 69 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 70 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 71 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 72 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 73 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 74 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 75 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for WING WALLS AND PARAPETS |
| 76 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 77 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 78 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 79 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 80 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 81 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 82 | Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specfication (Fifth Revision-2013) |
| 83 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 84 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 85 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 86 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 87 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 88 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 89 | Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 |
| 90 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 91 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 92 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 93 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 94 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 95 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 96 | Providing and fixing PVC seepage pipes of 110mm 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 in between abutment and wings |
| 97 | Road A ( Reconstruction of Box Culvert at Km.48/4 ) |
| 98 | Road A ( Widening of Box Culvert at Km.51/6 ) |
| 99 | Road A ( Widening of Box Culvert at Km.52/4 ) |
| 100 | Road A ( Reconstruction of Box Culvert at Km.49/8 ) |
| 101 | Road A ( Reconstruction of Box Culvert at Km.51/4 & 51/10) |
| 102 | Road A ( Reconstruction of Box Culvert at Km.52/8) |
| 103 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC) |
| 104 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 105 | Earth Work excavation in all classes of soils such as hard stiff clay, stiff black cotton,hard red Earth shales,murram, gravel stony,earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water etc., complete as per standard specification for FOUNDATION OF PIPE CULVERT |
| 106 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 107 | Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for BASE COURSE OF PIPE CULVERT |
| 108 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 109 | Vibrated Cement Concrete M20 (Nomimal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications.- for Body wall |
| 110 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 111 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for - for Parapet |
| 112 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 113 | Supply of NP3 Class RCC, 1000 mm dia Hume pipes of 2.50m length confirming to IS 458/1989 cost of pipe as a finished work including all other incidental charges testing charges including loading and unloading transporting and delivery in good condition at work site as directed by the departmental officer etc., complete. |
| 114 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 115 | Hoisting and fixing of 1000 mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete. |
| 116 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 117 | Refiling with carted earth including cost and convenveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc complete |
| 118 | Road A (Widening of three row Pipe culvert at Km.48/10) |
| 119 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL |
| 120 | Road A (Retaining wall at Km.48/6,48/8 & 50/2) |
| 121 | Road A (Retaining wall at Km.52/2,52/4 & 52/6) |
| 122 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for BELOW SILL LEVEL |
| 123 | Road A (Retaining wall at Km.48/6,48/8 & 50/2) |
| 124 | Road A (Retaining wall at Km.52/2,52/4 & 52/6) |
| 125 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 for ABOVE SILL LEVEL |
| 126 | Road A (Retaining wall at Km.48/6,48/8 & 50/2) |
| 127 | Road A (Retaining wall at Km.52/2,52/4 & 52/6) |
| 128 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole) |
| 129 | Road A (Retaining wall at Km.48/6,48/8 & 50/2) |
| 130 | Road A (Retaining wall at Km.52/2,52/4 & 52/6) |
| 131 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF TOE WALL |
| 132 | Road A (Toe wall) |
| 133 | Road A (Breast Wall) |
| 134 | Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, 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 Footing of Toe wall |
| 135 | Road A (Toe wall) |
| 136 | Road A (Breast wall) |
| 137 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for for STEM OF PCC TOE WALL (below sill level) |
| 138 | Road A (Toe wall) |
| 139 | Road A (Breast wall) |
| 140 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for STEM OF PCC TOE WALL (above sill level) |
| 141 | Road A (Toe wall) |
| 142 | Road A (Breast wall) |
| 143 | Providing and fixing seepage pipes of 110mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill. -1 No. in the Toe Wall |
| 144 | Road A (Toe wall) |
| 145 | Road A (Breast wall) |
| 146 | Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408. |
| 147 | Road A (Kerb Type Center Median ) |
| 148 | Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH |
| 149 | Road A (Kerb Type Center Median ) |
| 150 | Providing and laying of hot applied Thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. 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 MORT&H specification No.803 |
| 151 | Road A (Providing and fixing for Road Furniture) |
| 152 | Providing and fixing reflective road studs of \"category A\" Raised pavement markers made out of poly carbonate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt 11.06.97 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.cm on each side and the slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than values specified in Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manifacture\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete. |
| 153 | Road A (Providing and fixing for Road Furniture) |
| 154 | Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801)(60 cm cirular board) |
| 155 | Road A (Providing and fixing for Road Furniture) |
| 156 | Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801)(60cm x 45cm Rectangular board) |
| 157 | Road A (Providing and fixing for Road Furniture) |
| 158 | Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801) 90 cm equilateral triangle |
| 159 | Road A (Providing and fixing for Road Furniture) |
| 160 | Providing and erecting of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) |
| 161 | Road A (Providing and fixing for Road Furniture) |
| 162 | Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) stop board |
| 163 | Road A (Providing and fixing for Road Furniture) |
| 164 | Providing and erecting direction and place identification retro-reflectorised sign made out of high intensity Prismatic grade sheeting confirming to Type XI standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012( For location of Blackspot,curve,Sharp bend,Junction,Ghat roads and critical zone application ( for sign having area more than 0.9 sqm (type XI) |
| 165 | Road A (Providing and fixing for Road Furniture) |
| 166 | Providing and Fixing of Rigid Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for lOOOhrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. |
| 167 | Road A (Providing and fixing for Road Furniture) |
| 168 | Supplying of Solar Power Blinker: Including Solar Panel 60Wp, Solar LED Blinker with 300 MM DIA (LED-192 no\"s) – Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12V Battery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works: ( Including Land Leveling, Cleaning and digging pits & concrete post grounding )Erection And Commissioning Work: Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work |
| 169 | Road A (Providing and fixing for Road Furniture) |
| 170 | Providing and erecting W metal beam crash barrier: Providing and ercting W metal beam Single sided Double guard crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.05m high, 0.35m below ground/road level, all steel parts and filments to be galvanized by hot dip process, all fittings confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810. |
| 171 | Road A (Providing and fixing for Road Furniture) |
| 172 | Supply and fixing of Kilometre 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. |
| 173 | Road A (Providing and fixing for Road Furniture) |
| 174 | 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 |
| 175 | Road A (Providing and fixing for Road Furniture) |
| 176 | Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67:2022 and ASTM D4956–09 specifications, and fixed over 2mm thick aluminum sheet mounted on a back supporting frame of mild steel L-angle of size 50mm x 50mm x 6mm.The vertical support post for the installation of the overhead sign gantry shall be made of 300NB (Nominal Bore) MS pipe, 12mm thick, with a ground clearance of 6 meters, along with 80NB MS pipe (4mm thick) and 40NB MS pipe (3.20mm thick) as support posts.MS base plate of size 1200mm x 1200mm x 25mm and MS top plate of size 900mm x 1650mm x 16mm shall be used to hold the sign board at the bottom and top, respectively. MS stiffener plates 8mm thick of sizes 420x420mm, 682x420mm, 288x288mm, 288x927mm, and 44x130mm are to be used. Anchor bolts of 25mm diameter and 1000mm length shall be used as fixtures.The approved directional information should be digitally printed and shall achieve 70% of the coefficient of retro-reflection values as per Table 6.9 of IRC 67:2022. The latex printer used for digital printing shall utilize inks with low VOC emissions and must have GreenGuard and ECOLOGO certifications as per UL 2801 standards.The retro-reflective sheeting shall be covered under a 10-year warranty for field performance, and a certified copy of a 3-year outdoor exposure report shall be obtained as per IRC 67:2022 (as per MoRT&H Specification No.801).The cantilever sign shall be installed at the site as per the approved structural and foundation drawings provided in the tender document. The work includes the cost and conveyance of all materials, equipment, and machinery to the worksite, including all labour charges for fixing the gantry in position, with all leads and lifts, loading charges, and everything necessary for the satisfactory completion of the work as directed by the Engineer-in-Charge, etc., complete.Size: 12.00m x 1.8m |
| 177 | Road A (Providing and fixing for Road Furniture) |
| 178 | Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806) |
| 179 | Road A (Providing and fixing for Road Furniture) |
| 180 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 181 | Sub Total Amount for above all items (excluding GST) |
| 182 | GST 18% for above SubTotal Amount Please Enable Macros to View BoQ information |
