Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Clearing the Light jungles including weeding out shrubs bushes, vegetables, growth etc., as per spcifications and directions of Engineer in charge. |
| 2 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) |
| 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 labourcharges, materials, tools, equipments and all incidental charges, removal of otherdeleterious 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 Boxing including conveyance of sut earth away from the site with average lead |
| 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, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grading- V |
| 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, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grading- III |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, 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/ 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 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, |
| 8 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 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 502 of MoRTH Rev-V. |
| 9 | Providing and laying Tack Coat over existing Bituminous surface using 2.00 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 per clause 503 of MoRTH Rev-V. |
| 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 Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cumof13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen,aggregate and mixing the min the required temperature in Central Hot Mix Plant20-30ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and 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 20-30ton 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 MORTH Rev-5 for Grading II |
| 12 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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, 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 505 of MORTH rev-5.- Grading-I |
| 13 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm 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 20-30ton 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 20-30t 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 Grading II |
| 14 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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 as per clause 507 of MORTH Rev-5 (Grading II) |
| 15 | 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 VG40 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. -Grading I (Culvert Wearing Coat) |
| 16 | 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. For Compaction Only |
| 17 | Widening of Slab Culvert at Km 105/6,107/6,110/2,115/10 of Pollachi – Dharapuram – Karur Road (SH 21). |
| 18 | Earthwork excavation in soft disintegrated 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 providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete |
| 19 | Km 105/6 |
| 20 | Km 107/6 |
| 21 | Km 110/2 |
| 22 | Km 115/10 |
| 23 | Vibrated cement concrete of grade M20 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 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 for FOOTINGS OF ABUTMENT, WINGS,AND PIERS. 1 Cu.m (Below Sill level) |
| 24 | Km 105/6 |
| 25 | Km 107/6 |
| 26 | Km 110/2 |
| 27 | Km 115/10 |
| 28 | Vibrated cement concrete M20 grade Nominal Mix 1:2:4 usnig 40 mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level) |
| 29 | Km 105/6 |
| 30 | Km 107/6 |
| 31 | Km 110/2 |
| 32 | Km 115/10 |
| 33 | Vibrated reinforced cement concrete M25 grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 BEDBLOCKOVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3) |
| 34 | Km 105/6 |
| 35 | Km 107/6 |
| 36 | Km 110/2 |
| 37 | Km 115/10 |
| 38 | Vibrated cement concrete M:25 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB -1Cum |
| 39 | Km 105/6 |
| 40 | Km 107/6 |
| 41 | Km 110/2 |
| 42 | Km 115/10 |
| 43 | Supply and Fabrication of Fe-500D 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 wherever 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-500D grade-1 MT for Deck slap Reinforcement. |
| 44 | Km 105/6 |
| 45 | Km 107/6 |
| 46 | Km 110/2 |
| 47 | Km 115/10 |
| 48 | Supply and Fabrication of Fe-500D 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 wherever 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-500D grade-1 MT for Bed Block & surface Reinforcement. |
| 49 | Km 105/6 |
| 50 | Km 107/6 |
| 51 | Km 110/2 |
| 52 | Km 115/10 |
| 53 | Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. |
| 54 | Km 105/6 |
| 55 | Km 107/6 |
| 56 | Km 110/2 |
| 57 | Km 115/10 |
| 58 | Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc.Complete in deck slab over abutment. |
| 59 | Km 105/6 |
| 60 | Km 107/6 |
| 61 | Km 110/2 |
| 62 | Km 115/10 |
| 63 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" clause 309.3.2 B of Morth Fifth Revision and Cl. 710.1.4 and Appendix 6 Of IRC 78-2014etc., complete- 1Cum. |
| 64 | Km 105/6 |
| 65 | Km 107/6 |
| 66 | Km 110/2 |
| 67 | Km 115/10 |
| 68 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of requied lengths for abutments and wngs 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 THE ABUTMENTS AND WINGS |
| 69 | Km 105/6 |
| 70 | Km 107/6 |
| 71 | Km 110/2 |
| 72 | Km 115/10 |
| 73 | Refilling with excavated soil (other than sand) complying with standard specification for filling in behind the abutments and return walls of Slab culvert |
| 74 | Km 105/6 |
| 75 | Km 107/6 |
| 76 | Km 110/2 |
| 77 | Km 115/10 |
| 78 | Widening of Pipe culvert at Km 102/4, 103/2,107/4,109/8,110/10,115/2,115/8, 115/10 of Pollachi - Dharapuram - Karur Road (SH 21) |
| 79 | 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. |
| 80 | Km 102/4 |
| 81 | Km 103/2 |
| 82 | Km 107/4 |
| 83 | Km 109/8 |
| 84 | Km 110/10 |
| 85 | Km 115/2 |
| 86 | Km 115/8 |
| 87 | Km 115/10 |
| 88 | 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 standard specification.Foundation for PCC Body Wall of pipe culvert. |
| 89 | Km 102/4 |
| 90 | Km 103/2 |
| 91 | Km 107/4 |
| 92 | Km 109/8 |
| 93 | Km 110/10 |
| 94 | Km 115/2 |
| 95 | Km 115/8 |
| 96 | Km 115/10 |
| 97 | Vibrated Cement Concrete of grade M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork,mixing , laying compacting using vibrater higherfule charges for all tools and plantsencaged in curing all other incidental charges etc compete as per MORT& HSpecification (V Revision) 1000,1500, 1700, 2908 for Foundation(Below Sill Level) |
| 98 | Km 102/4 |
| 99 | Km 103/2 |
| 100 | Km 107/4 |
| 101 | Km 109/8 |
| 102 | Km 110/10 |
| 103 | Km 115/2 |
| 104 | Km 115/8 |
| 105 | Km 115/10 |
| 106 | Vibrated Cement Concrete of grade M15using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork,mixing , laying compacting using vibrater higherfule charges for all tools and plantsencaged in curing all other incidental charges etc compete as per MORT& HSpecification (V Revision )as per MORT& HSpecification (V Revision) 1000,1500, 1700, 2100 for body wall (AboveSill Level) |
| 107 | Km 102/4 |
| 108 | Km 103/2 |
| 109 | Km 107/4 |
| 110 | Km 109/8 |
| 111 | Km 110/10 |
| 112 | Km 115/2 |
| 113 | Km 115/8 |
| 114 | Km 115/10 |
| 115 | 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. specification. |
| 116 | Km 102/4 |
| 117 | Km 103/2 |
| 118 | Km 107/4 |
| 119 | Km 109/8 |
| 120 | Km 110/10 |
| 121 | Km 115/2 |
| 122 | Km 115/8 |
| 123 | Km 115/10 |
| 124 | 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 |
| 125 | Km 102/4 |
| 126 | Km 103/2 |
| 127 | Km 107/4 |
| 128 | Km 109/8 |
| 129 | Km 110/10 |
| 130 | Km 115/2 |
| 131 | Km 115/8 |
| 132 | Km 115/10 |
| 133 | Refilling with excavated soil (other than sand) complying with standard specification for fillingbehind the body walls of Pipe culvert |
| 134 | Km 102/4 |
| 135 | Km 103/2 |
| 136 | Km 107/4 |
| 137 | Km 109/8 |
| 138 | Km 110/10 |
| 139 | Km 115/2 |
| 140 | Km 115/8 |
| 141 | Km 115/10 |
| 142 | Construction of Well Protective Wall at Km.115/2 of Pollachi-Dharapuram- Karur Road |
| 143 | Earth work excavation in al 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 |
| 144 | Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:3:6,using 20mm 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 THE FOOTINGS |
| 145 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm &12mm 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 FOOTINGS AND STEM. (BELOW SILL) |
| 146 | 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(ABOVE SILL) |
| 147 | Providing and fixing PVC seepage pipes of 100mm dia. 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 BETWEENRCC WELL PROTECTIVEWALL |
| 148 | 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 BROKEN PARAPETS. |
| 149 | Supply and Fabrication of Fe-500D, conforming to IS:1786-1985, 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 wherever 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-500D grade. |
| 150 | Refilling with excavated soil (other than sand) complying with standard specification for filling in behind the well protective wall |
| 151 | Reconstruction of Box Culvert at Km 103/10 , 104/2 , 107/10 of Pollachi – Dharapuram – Karur Road (SH 21). |
| 152 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls. Removal of PCC. |
| 153 | Km 103/10 |
| 154 | Km 104/2 |
| 155 | Km 107/10 |
| 156 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation. |
| 157 | Km 103/10 |
| 158 | Km 104/2 |
| 159 | Km 107/10 |
| 160 | Cement Concrete M15 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for Leveling course for below foundation & Footing of wing wall |
| 161 | Km 103/10 |
| 162 | Km 104/2 |
| 163 | Km 107/10 |
| 164 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT. |
| 165 | Km 103/10 |
| 166 | Km 104/2 |
| 167 | Km 107/10 |
| 168 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, below sill |
| 169 | Km 103/10 |
| 170 | Km 104/2 |
| 171 | Km 107/10 |
| 172 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, Above sill |
| 173 | Km 103/10 |
| 174 | Km 104/2 |
| 175 | Km 107/10 |
| 176 | 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. |
| 177 | Km 103/10 |
| 178 | Km 104/2 |
| 179 | Km 107/10 |
| 180 | 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 |
| 181 | Km 103/10 |
| 182 | Km 104/2 |
| 183 | Km 107/10 |
| 184 | Refilling with excavated soil (other than sand) complying with standard specification for filling in behind the abutments and return walls of Box culvert |
| 185 | Km 103/10 |
| 186 | Km 104/2 |
| 187 | Km 107/10 |
| 188 | Reconstruction of Box Culvert at Km 112/4,113/2 & 117/10 of Pollachi – Dharapuram – Karur Road (SH 21). |
| 189 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls. Removal of PCC. |
| 190 | Km 112/4 |
| 191 | Km 113/2 |
| 192 | Km 117/10 |
| 193 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation. |
| 194 | Km 112/4 |
| 195 | Km 113/2 |
| 196 | Km 117/10 |
| 197 | Cement Concrete M15 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for Leveling course for below foundation & Footing of wing wall |
| 198 | Km 112/4 |
| 199 | Km 113/2 |
| 200 | Km 117/10 |
| 201 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT. |
| 202 | Km 112/4 |
| 203 | Km 113/2 |
| 204 | Km 117/10 |
| 205 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, below sill |
| 206 | Km 112/4 |
| 207 | Km 113/2 |
| 208 | Km 117/10 |
| 209 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, Above sill |
| 210 | Km 112/4 |
| 211 | Km 113/2 |
| 212 | Km 117/10 |
| 213 | 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. |
| 214 | Km 112/4 |
| 215 | Km 113/2 |
| 216 | Km 117/10 |
| 217 | 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 |
| 218 | Km 112/4 |
| 219 | Km 113/2 |
| 220 | Km 117/10 |
| 221 | Refilling with excavated soil (other than sand) complying with standard specification for filling in behind the abutments and return walls of Box culvert |
| 222 | Km 112/4 |
| 223 | Km 113/2 |
| 224 | Km 117/10 |
| 225 | Construction of Retaining Wall at Km112/6 & 115/2 of Pollachi – Dharapuram – Karur Road (SH 21). |
| 226 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation of Retaining Wall. |
| 227 | Km 112/6 4.0 m Height |
| 228 | Km 115/2 2.50 m Height |
| 229 | Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW THE FOOTINGS OFRETAINING WALL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900 |
| 230 | Km 112/6 4.0 m Height |
| 231 | Km 115/2 2.50 m Height |
| 232 | 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 SILLof RETAINING WALL |
| 233 | Km 112/6 4.0 m Height |
| 234 | Km 115/2 2.50 m Height |
| 235 | 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 of RETAINING WALLS |
| 236 | Km 112/6 4.0 m Height |
| 237 | Km 115/2 2.50 m Height |
| 238 | 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. MORTH No. 2706, 900 |
| 239 | Km 112/6 4.0 m Height |
| 240 | Km 115/2 2.50 m Height |
| 241 | Refilling with Excavated earth complyingwitha standard specification for filling in the foundationtrench including labour charges etc., complete |
| 242 | Km 112/6 4.0 m Height |
| 243 | Km 115/2 2.50 m Height |
| 244 | Widening minor Bridge at Km.106/8 of Pollachi-Dharapuram-Karur Road |
| 245 | 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) |
| 246 | 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. (RCC) |
| 247 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 OFABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) |
| 248 | Earthwork excavation in Soft Disintegrated Rock not requiring blastingexcept medium rock 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 ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) |
| 249 | Earthwork excavation in Medium Rockrequiring blastingexcepthard 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 ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) |
| 250 | 3m to 4m Depth |
| 251 | 4m to 4.10 Depth |
| 252 | Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013) |
| 253 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, 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 FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013) |
| 254 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) |
| 255 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) |
| 256 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. |
| 257 | VibratedReinforced Cement Concrete of grade M30 Design MixusingISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013) |
| 258 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below 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 Hand Rails and Posts. |
| 259 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013) |
| 260 | Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including 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 as per standard specification for PCCPARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013) |
| 261 | Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. |
| 262 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, andhire charges for tools and plants, compacting, curing with all leads for soft water, including allother incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013) |
| 263 | Supply and fabrication of Fe-500 D 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) |
| 264 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision) |
| 265 | 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 |
| 266 | Supplying and fixing of PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab) |
| 267 | Refilling using excavated earth laying,handling charges and filling in Layers, tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Return walls(Filling charges only) as per CI.710.1.4 & Appendix 6 of IRC :78-2014 |
| 268 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Weep hole) |
| 269 | Providing and fixing P.V.Cpipes of 160 mm dia of approved make with all Bends ,Elbows, Tee\"s..etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite,as per MORT&H specifications 2706 for Service Duct Pipe in Foot path |
| 270 | Providing and applying primer and two coats of 100% Acrylic breathable, Anti-Carbonation, waterproof, heat insulating,decorativeexteriorcoatingofapproved shade after applying a primer coat of same material and apply two coats of mix 1 ltr with 400 - 500 ml water, it shallbeappliedaspermanufacturespecification. Acrylicpaintshallbespray/brush/rollerapplied and shall conform to the following properties. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6) > 100m; Carbon dioxide diffusion resistance coefficient (DINEN 1062-6) > 105; Elongation of cured film shall be as per STMD 2370/98 > 400%; Chloride irondiffusion(ASTM C1202)=Zeropenetration; Adhesiontoconcrete (ASTMD4541)>2N/mm2; SolarReflectiveIndex (ASTME1980-11,EN673; 2011, EN 410: 2011) > 104. The inter-coat gap to be 24hours.Therateshall includecompletetreatment mentioned above and should not be less than DFT 200- 225 microns for primer and two coats as per relevant MoRT&H specification |
| 271 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation of Retaining Wall. MORTH No. 111, 112, 304 |
| 272 | Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW THE FOOTINGS OFRETAINING WALL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900. |
| 273 | 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 |
| 274 | 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 |
| 275 | 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. MORTH No. 2706, 900 |
| 276 | Refilling using excavated earth laying,handling charges and filling in Layers, tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining walls(Filling charges only) as per CI.710.1.4 & Appendix 6 of IRC :78-2014 |
| 277 | Providing Road Furniture at km 102/2-118/070 of Pollachi-Dharapuram- Karur Road (SH21) |
| 278 | Road Marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glassbeads asper IRC :35. The finished surface to be level, uniform and free from streaks and holes etc complete asper MORT&H specification No. 803 |
| 279 | Road Marker / Road Stud with lens ReflectorProviding and fixing reflective road studs of \"Category A\" Raised pavement markers made out of poly carbonate / methyl methecrylate /ABS moulded body confirming tot ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal refection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm tothe MORTH circular No. RW/NH. 33023/10/97-DO.III dt.11.06.97. The height, Width and lenght shall not be less than 15mm, 90mm and 100 mm and with minimum reflective area of 13 sq.cm on each side and the slopeto the base shall be 35+/-5 degree. Eachreflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive asper manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D 4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete. |
| 280 | ProvidingandErectingofRetro-ReflectorisedHazardMarkerTrafficSignmadeoutofHigh IntensityPrismaticGradeSheetingconfirmingtoType-IVstandardsofIRC-67:2022and ASTMD4956—09, specificationandfixedover2mmthickAluminiumsheet fixedovera back supporting frame of25mmx25mmx3mmMildSteel angle andsupportedon amildsteel anglepost75X75X6mmand0.60mbelowgroundlevel.Thesignpostshouldbepaintedas perIRC67-2022andfirmlyfixedtothegroundbymeansofproperlydesignedfoundation withMISgradecementconcrete45cmX45cmX60cmsizeincludingcostandconveyanceof allmaterials,equipment, Machineryand labourwithallleadsand lifts,loadingcharges necessary for satisfactorycompletionof thework asdirectedby theengineer in charge. High intensityRetro-ReflectrosheetshallconsistofminimumcoefficientofRetro-reflectionas perTable6.6ofIRC67-2022.Theretro-reflectivesheetingshallbecoveredunder7year warrantyissuedforfieldperformanceandacertifiedcopyofthreeyearsoutdoorexposure report shall be obtained asperIRC 67:2022. (as per MORT&HSpecificationNo.801) |
| 281 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of 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 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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-reflection as per Table 6.6 of IRC 67-2022. 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 67:2022 . ( as per MoRT&H Specification No.801) |
| 282 | 60 cm Circular Board |
| 283 | 90 cm equilateral Triangle |
| 284 | 90 cm octagon Board |
| 285 | 60 cm x 45 cm rectangular |
| 286 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of 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 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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-reflection as per Table 6.6 of IRC 67-2022. 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 67:2022. (as per MoRT&H Specification No.801)havingarea more than 0.90sqm |
| 287 | Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izadi impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not 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 to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting color on both side of median marker for distinct identification. |
| 288 | Proving and fixing Solar powered Traffic Blinkers of 30cmdia with Polycarbonate Dome 5mm Red of Led 150 Nos.iri each Red Blinkers Light - 1 No. with Red / White /Panel — 1 No. 12v 18 AH Battery -1 No. with Box,Solar Circuit Controller Board Box. Straight Pole : MSPole 3” dia 2.5mm thick 18 Feet height pole (1 No.)with 2 Feet under ground pole foundation, pole painting including transportation charges, installation chargesetc., complete as per standard specification |
| 289 | Providing and applying primer and two coats of 100% Acrylic breathable, Anti-Carbonation, waterproof, heat insulating,decorativeexteriorcoatingofapproved shade after applying a primer coat of same material and apply two coats of mix 1 ltr with 400 - 500 ml water, it shallbeappliedaspermanufacturespecification. Acrylicpaintshallbespray/brush/rollerapplied and shall conform to the following properties. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6) > 100m; Carbon dioxide diffusion resistance coefficient (DINEN 1062-6) > 105; Elongation of cured film shall be as per STMD 2370/98 > 400%; Chloride irondiffusion(ASTM C1202)=Zeropenetration; Adhesiontoconcrete (ASTMD4541)>2N/mm2; SolarReflectiveIndex (ASTME1980-11,EN673; 2011, EN 410: 2011) > 104. The inter-coat gap to be 24hours.Therateshall includecompletetreatment mentioned above and should not be less than DFT 200- 225 microns for primer and two coats as per relevant MoRT&H specification |
| 290 | 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. |
| 291 | 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. |
| 292 | Supplying and installation of delineators(road way indicators,hazard markers,object markers) 80-100 cm above ground level ,painted at alternatively black and white in 15 cm wide strips,fitted with 80 x 100 mmrectangular or 75 mm dia circular reflectorised panels at the top,buried or pressed into the ground conforming to IRC - 79 etc., complete (as per MORT&H SpecificationNo.806) |
| 293 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 294 | Sub Total Amount for above all items (excluding GST) |
| 295 | GST 18% for above SubTotal Amount |
| 296 | Total in Figures (SubTotal + GST) |
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