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| Sl. No. | Item Description |
| 1 | Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for pickingetc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202 |
| 2 | EARTH WORK FOR BOXING INCL: CONVEYANCE OF CUT EARTH - 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, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of cut earth away from the site with average lead |
| 3 | EARTH WORK FOR EMBANKMENT USING CUT EARTH: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. |
| 4 | EARTH WORK FOREMBANKMENT USING CUT EARTH USING CARTED EARTH - 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 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, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. For formation of embankment / making up of low berms with conveyance |
| 5 | GRANULAR SUB BASE - 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 Material. |
| 6 | GRANULAR SUB BASE - 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 Material. |
| 7 | WET MIX MACADAM -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 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. |
| 8 | Prime Coat Over WBM/ WMM Surface - Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per10 sqm for preparatory to another bituminous construction overit, 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 |
| 9 | Tack Coat Over Primed Surface - 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 perClause 503 of MORTH Rev-5. |
| 10 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion (RS1 per 10 sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5. |
| 11 | Tack Coat Over Existing BT Surface - 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 perClause 503 of MORTH Rev-5. |
| 12 | DBM (Grade-I) 90mm & 100mm Thick Using VG40 -Providing,laying 95 & 100 mm consolidatedthickDenseBituminousMacadam using0.40cumof 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 VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified gradesandcrosssectionsandconsolidatedbyVibratoryRollertotherequireddensityetc., 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. |
| 13 | BM (Grade-II) 50mm Thick Using VG30 Bitumen - 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 10sqm including cost and conveyanc of all materials to CMP site, heating the bitumen, aggregat and mixing the min required temperature using Central hot mix plant 20-30 ton Capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t 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 |
| 14 | BC 40mm Thick (Grade-II) Using VG40 Bitumen - 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 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 as per clause 507 of MORTH Rev-5. |
| 15 | BC 30mm Thick (Grade-II) Using VG30 Bitumen - 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 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 as per clause 507 of MORTH Rev-5. |
| 16 | BC 50mm Thick (Grade - I) Using VG40 Bitumen - Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5–13.20 mm, 0.24 cum of 13.20–2.36 mm and 0.26 cum of 2.36 mm & below IRC HBG metal with 62.40 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 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 20–30T 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. |
| 17 | Construction of Additional bridge at Km 11/4 |
| 18 | Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL |
| 19 | Earth work Excavation in soft rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers |
| 20 | Compacted Plain Cement concrete M35 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW Footing under Abutments |
| 21 | Compacted Plain Cement concrete M40 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW Footing under Piers |
| 22 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments and Returns. |
| 23 | Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Piers. |
| 24 | Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Filling the trenches around footing upto the top of rock |
| 25 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG 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, soft water, 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 Substructure of Abutmet and Return wall |
| 26 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG 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 Bed Block cum Dirtwall over Abutments |
| 27 | Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below HBG 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 Circular Piers. |
| 28 | Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below HBG 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 CAPPING BEAM OVER PIER. |
| 29 | Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below HBG 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 Pedsetals and Seismic Arrestors over Pier and Abutments |
| 30 | Supply and fixing of Elastomeric bearing of size (500 x 300 x 80 mm and 400 x 300 x 80 mm) shown in the drawing including cost and conveyance to worksite, labour for fixing the bearing in correct position and all other incidental charges etc., complete. |
| 31 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG 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 T Beam and Cross Beams |
| 32 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG 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 Deck slab, Kerb and Foot path |
| 33 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below HBG 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. |
| 34 | Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below HBG 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 Inner Crash Barrier |
| 35 | Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below HBG 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 Outer Crash Barrier over Deck and Return Walls |
| 36 | Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No.SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete. |
| 37 | Supplying and installation of Strip Seal Expansion Joint system conforming to specifications forRoads and Bridge works published by the Ministry of Road Transport and Highways in the 40mm wide expansion gap provided in between decks over piers and in between decks and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage seembly including cost and conveyance ofall materials cost of testing as per the MOST specifications including labour equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H specification |
| 38 | Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB & FOOTPATH RAMP |
| 39 | Vibrated reinforced cement concrete M35 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for FOOTPATH RAMP |
| 40 | Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLABS |
| 41 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB |
| 42 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 43 | Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete |
| 44 | Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite, Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete |
| 45 | Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete |
| 46 | Supply of Steel Grade Fe 240 including cost of steel at site including fabrication chrages for cleaning the rods, straightening, cutting, bending, tying grills 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 for MILD STEEL |
| 47 | Widening / Reconstruction of Box Culverts |
| 48 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer forPCC as per MORTH No.111,112,202 |
| 49 | Km 10/2 |
| 50 | Km 10/6 |
| 51 | Km 10/8 |
| 52 | Km 11/6 |
| 53 | Km 11/8 |
| 54 | Km 12/8 |
| 55 | Km 12/10 |
| 56 | Km 13/4 |
| 57 | Km 13/8 |
| 58 | Km 14/6 |
| 59 | Km 14/8(i) |
| 60 | Km 14/8(ii) |
| 61 | Km 14/10 |
| 62 | Km 15/2 |
| 63 | Km 15/4 |
| 64 | Km 15/10 |
| 65 | Km 16/4 |
| 66 | Km 16/10 |
| 67 | Km 17/2 |
| 68 | Km 17/4 |
| 69 | Km 18/2 |
| 70 | Km 18/6 |
| 71 | Km 18/10 |
| 72 | Km 19/2 |
| 73 | Km 19/4 |
| 74 | Km 19/10(i) |
| 75 | Km 19/10(ii) |
| 76 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer forRCC as per MORTH No.111,112,202 |
| 77 | Km 17/4 |
| 78 | Km 18/2 |
| 79 | Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box Culverts and Wing walls |
| 80 | Km 10/2 |
| 81 | Km 10/6 |
| 82 | Km 10/8 |
| 83 | Km 11/6 |
| 84 | Km 11/8 |
| 85 | Km 12/8 |
| 86 | Km 12/10 |
| 87 | Km 13/4 |
| 88 | Km 13/8 |
| 89 | Km 14/6 |
| 90 | Km 14/8(i) |
| 91 | Km 14/8(ii) |
| 92 | Km 14/10 |
| 93 | Km 15/2 |
| 94 | Km 15/4 |
| 95 | Km 15/10 |
| 96 | Km 16/4 |
| 97 | Km 16/10 |
| 98 | Km 17/2 |
| 99 | Km 17/4 |
| 100 | Km 18/2 |
| 101 | Km 18/6 |
| 102 | Km 18/10 |
| 103 | Km 19/2 |
| 104 | Km 19/4 |
| 105 | Km 19/10(i) |
| 106 | Km 19/10(ii) |
| 107 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall |
| 108 | Km 10/2 |
| 109 | Km 10/6 |
| 110 | Km 10/8 |
| 111 | Km 11/6 |
| 112 | Km 11/8 |
| 113 | Km 12/8 |
| 114 | Km 12/10 |
| 115 | Km 13/4 |
| 116 | Km 13/8 |
| 117 | Km 14/6 |
| 118 | Km 14/8(i) |
| 119 | Km 14/8(ii) |
| 120 | Km 14/10 |
| 121 | Km 15/2 |
| 122 | Km 15/4 |
| 123 | Km 15/10 |
| 124 | Km 16/4 |
| 125 | Km 16/10 |
| 126 | Km 17/2 |
| 127 | Km 17/4 |
| 128 | Km 18/2 |
| 129 | Km 18/6 |
| 130 | Km 18/10 |
| 131 | Km 19/2 |
| 132 | Km 19/4 |
| 133 | Km 19/10(i) |
| 134 | Km 19/10(ii) |
| 135 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to siteand cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert |
| 136 | Km 10/2 |
| 137 | Km 10/6 |
| 138 | Km 10/8 |
| 139 | Km 11/6 |
| 140 | Km 11/8 |
| 141 | Km 12/8 |
| 142 | Km 12/10 |
| 143 | Km 13/4 |
| 144 | Km 13/8 |
| 145 | Km 14/6 |
| 146 | Km 14/8(i) |
| 147 | Km 14/8(ii) |
| 148 | Km 14/10 |
| 149 | Km 15/2 |
| 150 | Km 15/4 |
| 151 | Km 15/10 |
| 152 | Km 16/4 |
| 153 | Km 16/10 |
| 154 | Km 17/2 |
| 155 | Km 17/4 |
| 156 | Km 18/2 |
| 157 | Km 18/6 |
| 158 | Km 18/10 |
| 159 | Km 19/2 |
| 160 | Km 19/4 |
| 161 | Km 19/10(i) |
| 162 | Km 19/10(ii) |
| 163 | Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 164 | Km 10/2 |
| 165 | Km 10/6 |
| 166 | Km 10/8 |
| 167 | Km 11/6 |
| 168 | Km 11/8 |
| 169 | Km 12/8 |
| 170 | Km 12/10 |
| 171 | Km 13/4 |
| 172 | Km 13/8 |
| 173 | Km 14/6 |
| 174 | Km 14/8(i) |
| 175 | Km 14/8(ii) |
| 176 | Km 14/10 |
| 177 | Km 15/2 |
| 178 | Km 15/4 |
| 179 | Km 15/10 |
| 180 | Km 16/4 |
| 181 | Km 16/10 |
| 182 | Km 17/2 |
| 183 | Km 17/4 |
| 184 | Km 18/2 |
| 185 | Km 18/6 |
| 186 | Km 18/10 |
| 187 | Km 19/2 |
| 188 | Km 19/4 |
| 189 | Km 19/10(i) |
| 190 | Km 19/10(ii) |
| 191 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet. |
| 192 | Km 10/2 |
| 193 | Km 10/6 |
| 194 | Km 10/8 |
| 195 | Km 11/6 |
| 196 | Km 11/8 |
| 197 | Km 12/8 |
| 198 | Km 12/10 |
| 199 | Km 13/4 |
| 200 | Km 13/8 |
| 201 | Km 14/6 |
| 202 | Km 14/8(i) |
| 203 | Km 14/8(ii) |
| 204 | Km 14/10 |
| 205 | Km 15/2 |
| 206 | Km 15/4 |
| 207 | Km 15/10 |
| 208 | Km 16/4 |
| 209 | Km 16/10 |
| 210 | Km 17/2 |
| 211 | Km 17/4 |
| 212 | Km 18/2 |
| 213 | Km 18/6 |
| 214 | Km 18/10 |
| 215 | Km 19/2 |
| 216 | Km 19/4 |
| 217 | Km 19/10(i) |
| 218 | Km 19/10(ii) |
| 219 | Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete |
| 220 | Km 10/2 |
| 221 | Km 10/6 |
| 222 | Km 10/8 |
| 223 | Km 11/6 |
| 224 | Km 11/8 |
| 225 | Km 12/8 |
| 226 | Km 12/10 |
| 227 | Km 13/4 |
| 228 | Km 13/8 |
| 229 | Km 14/6 |
| 230 | Km 14/8(i) |
| 231 | Km 14/8(ii) |
| 232 | Km 14/10 |
| 233 | Km 15/2 |
| 234 | Km 15/4 |
| 235 | Km 15/10 |
| 236 | Km 16/4 |
| 237 | Km 16/10 |
| 238 | Km 17/2 |
| 239 | Km 17/4 |
| 240 | Km 18/2 |
| 241 | Km 18/6 |
| 242 | Km 18/10 |
| 243 | Km 19/2 |
| 244 | Km 19/4 |
| 245 | Km 19/10(i) |
| 246 | Km 19/10(ii) |
| 247 | Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite, Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete |
| 248 | Km 10/2 |
| 249 | Km 10/6 |
| 250 | Km 10/8 |
| 251 | Km 11/6 |
| 252 | Km 11/8 |
| 253 | Km 12/8 |
| 254 | Km 12/10 |
| 255 | Km 13/4 |
| 256 | Km 13/8 |
| 257 | Km 14/6 |
| 258 | Km 14/8(i) |
| 259 | Km 14/8(ii) |
| 260 | Km 14/10 |
| 261 | Km 15/2 |
| 262 | Km 15/4 |
| 263 | Km 15/10 |
| 264 | Km 16/4 |
| 265 | Km 16/10 |
| 266 | Km 17/2 |
| 267 | Km 17/4 |
| 268 | Km 18/2 |
| 269 | Km 18/6 |
| 270 | Km 18/10 |
| 271 | Km 19/2 |
| 272 | Km 19/4 |
| 273 | Km 19/10(i) |
| 274 | Km 19/10(ii) |
| 275 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 276 | Km 10/2 |
| 277 | Km 10/6 |
| 278 | Km 10/8 |
| 279 | Km 11/6 |
| 280 | Km 11/8 |
| 281 | Km 12/8 |
| 282 | Km 12/10 |
| 283 | Km 13/4 |
| 284 | Km 13/8 |
| 285 | Km 14/6 |
| 286 | Km 14/8(i) |
| 287 | Km 14/8(ii) |
| 288 | Km 14/10 |
| 289 | Km 15/2 |
| 290 | Km 15/4 |
| 291 | Km 15/10 |
| 292 | Km 16/4 |
| 293 | Km 16/10 |
| 294 | Km 17/2 |
| 295 | Km 17/4 |
| 296 | Km 18/2 |
| 297 | Km 18/6 |
| 298 | Km 18/10 |
| 299 | Km 19/2 |
| 300 | Km 19/4 |
| 301 | Km 19/10(i) |
| 302 | Km 19/10(ii) |
| 303 | RCC Retaining Wall at Km 11/4 Bridge approaches |
| 304 | Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of RCC Retaining Wall |
| 305 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Foundation of RCC Retaining wall |
| 306 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Retaining Wall |
| 307 | Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 308 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet |
| 309 | Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete |
| 310 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V). |
| 311 | PCC Retaining Walls |
| 312 | Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Retaining wall. |
| 313 | Km 10/640-10/710(RHS) |
| 314 | Km 11/050-11/250(RHS) |
| 315 | Km 13/2(RHS) |
| 316 | Km 14/470-14/750(BOTH SIDES) |
| 317 | Km 16/2(LHS) |
| 318 | Km 16/230-16/500(LHS) |
| 319 | Km 17/280-17/310(LHS) |
| 320 | Km 19/200-19/370(LHS) |
| 321 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Retaining wall |
| 322 | Km 10/640-10/710(RHS) |
| 323 | Km 11/050-11/250(RHS) |
| 324 | Km 13/2(RHS) |
| 325 | Km 14/470-14/750(BOTH SIDES) |
| 326 | Km 16/2(LHS) |
| 327 | Km 16/230-16/500(LHS) |
| 328 | Km 17/280-17/310(LHS) |
| 329 | Km 19/200-19/370(LHS) |
| 330 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Retaining wall and Parapet. |
| 331 | Km 10/640-10/710(RHS) |
| 332 | Km 11/050-11/250(RHS) |
| 333 | Km 13/2(RHS) |
| 334 | Km 14/470-14/750(BOTH SIDES) |
| 335 | Km 16/2(LHS) |
| 336 | Km 16/230-16/500(LHS) |
| 337 | Km 17/280-17/310(LHS) |
| 338 | Km 19/200-19/370(LHS) |
| 339 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 340 | Km 10/640-10/710(RHS) |
| 341 | Km 11/050-11/250(RHS) |
| 342 | Km 13/2(RHS) |
| 343 | Km 14/470-14/750(BOTH SIDES) |
| 344 | Km 16/2(LHS) |
| 345 | Km 16/230-16/500(LHS) |
| 346 | Km 17/280-17/310(LHS) |
| 347 | Km 19/200-19/370(LHS) |
| 348 | Construction of Kerb type Center Median |
| 349 | Providing Barrier Type Kerb for median/islands using vibrated cement concrete of grade M20 (1:1.5:3)using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification. |
| 350 | Km 10/0-12/0 |
| 351 | Km12/0-20/0 |
| 352 | Re Filling using excavated earth laying,handling charges and filling in layers,tamping under optimum moisture content to getthe 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 wall (Filling charges only) |
| 353 | Km 10/0-12/0 |
| 354 | Km12/0-20/0 |
| 355 | Construction of Motorable drain |
| 356 | Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain |
| 357 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain |
| 358 | Vibrated Reinforced cement concrete of grade M25 (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 Drain. |
| 359 | Supply and fabrication of STEEL grade Fe500 D required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 360 | Providing and fixing of FRP Gratings of 600 x 300mm size with M.S flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and coveyance of pipes and gratings and fixing them in position (At 5m interval) |
| 361 | Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750mm with frames as per IRC 50- 1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete |
| 362 | Construction of PCC Well Protective Wall at Km 12/4 |
| 363 | Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Retaining wall. |
| 364 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Retaining wall |
| 365 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Retaining wall and Parapet. |
| 366 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 367 | Providing Road Furnitures |
| 368 | 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- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 |
| 369 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/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 MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.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 Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) 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 as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 370 | 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 2.10mfrom 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) (60 cm cirular board) |
| 371 | 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) (80cm x 60cm Rectangular board) |
| 372 | 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) |
| 373 | 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) 90 cm equilateral triangle |
| 374 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 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) 30cm x 90cm rectangular |
| 375 | 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) stop board |
| 376 | Providing and erecting direction and place identification retro-reflectorised signmade out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mmmild 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 IV) |
| 377 | 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 Izod 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 colour on both side of median marker for distinct identification. |
| 378 | 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. |
| 379 | 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. |
| 380 | Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. |
| 381 | Sub Total Amount for above all items (excluding GST) |
| 382 | GST 18% for above SubTotal Amount |
| 383 | Total in Figures (SubTotal + GST) |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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