Tender For Road A : Reconstruction Of Box Culvert At Km 0/2, 0/4(I),0/4(Ii),1/10,2/2(I),2/2(Ii), 2/6, 2/8, 2/10, 3/2 Of Konerirajapuram Village Road(Try-63); 1 Culvert 2 Dismantling the Brick / Stone masonry in cement mortar upto 3m heightclearing away and carefully stacking materials useful for reuse for any thickness of walls, removal of debrisclearing the site as directed by the departmetal officer complying with standard specification,etc, complete 3 At Km 0/2 4 At Km 0/4(i) 5 At Km 0/4(ii) 6 At Km 1/10 7 At Km 2/2 (i) 8 At Km 2/2 (ii) 9 At Km 2/6 10 At Km 2/8 11 At Km 2/10 12 At Km 3/2 13 Removal of Cut Stone Slabs / RCC Cover Slabsclearing away and carefully stacking materials useful for reuse for any thickness of wallsincludingremoval of debrisclearing the site as directed by the departmetal officer complying with standard specification etc, complete 14 At Km 0/4(i) 15 At Km 0/4(ii) 16 At Km 1/10 17 At Km 2/2 (i) 18 At Km 2/2 (ii) 19 At Km 2/6 20 At Km 2/8 21 At Km 2/10 22 At Km 3/2 23 Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc andremoval of debrisclearing the site as directed by the departmetal officer complying with standard specification. b) Dismantling Plain cement concrete MORTH 111 112 202 24 At Km 0/2 25 Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation. 26 At Km 0/2 27 At Km 0/4(i) 28 At Km 0/4(ii) 29 At Km 1/10 30 At Km 2/2 (i) 31 At Km 2/2 (ii) 32 At Km 2/6 33 At Km 2/8 34 At Km 2/10 35 At Km 3/2 36 Plain Cement concrete in M 15 using 40mm ISS HBG metal using M. Sand including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for leveling course 37 At Km 0/2 38 At Km 0/4(i) 39 At Km 0/4(ii) 40 At Km 1/10 41 At Km 2/2 (i) 42 At Km 2/2 (ii) 43 At Km 2/6 44 At Km 2/8 45 At Km 2/10 46 At Km 3/2 47 Providing Precast Vibrated Reinforced Cement Concrete Box of size 2.00 m x 2.00 m x 1.00 m segmant using M 35 Design mix using graded ISS HBG Metal and using M.Sandwith (0.30m thick web, 0.30m thick bottom and top slab) as Specified in Drawings including,cost of all materials to site and cost of cement , Cost and Fabrication of Steel reinforcementnot Less than 0.264 MT per segmant including cost of soft water, labour charges for mixing, cost for moulding, curing with all lead for soft water, tools and plants, transporting from casting yard to work site throughrequired machinaries such as trailers, lifting, erecting and positioning as directed by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Box Culvert 48 At Km 0/4(ii) 49 At Km 2/2 (ii) 50 At Km 2/10 51 Providing Precast Vibrated Reinforced Cement Concrete Box of size 1.50 m x 1.50 m x 1.00 m segmant using M 35 Design mix using graded ISS HBG Metal and using M.Sandwith (0.30m thick web, 0.30m thick bottom and top slab) as Specified in Drawings including,cost of all materials to site and cost of cement , Cost and Fabrication of Steel reinforcementnot Less than 0.225 MT per segmant including cost of soft water, labour charges for mixing, cost for moulding, curing with all lead for soft water, tools and plants, transporting from casting yard to work site throughrequired machinaries such as trailers, lifting, erecting and positioning as directed by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Box Culvert 52 At Km 0/4(i) 53 At Km 1/10 54 At Km 2/2 (i) 55 At Km 2/8 56 At Km 3/2 57 Vibrated Reinforced Cement Concrete of grade M25 (Designmix)using20mm and 12mmISShardbrokengranite metal with using M.Sand including cost and conveyance of all materials tositeandcostofcementexcludingcostand fabrication of steel but including cost of form work, labourchargesformixing,transporting,layingand curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert 58 At Km 0/2 59 At Km 2/6 60 Vibrated cement concrete of grade M20 nominal mixusing 40mm ISS HBG metal using M.Sand including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, & parapet wall.. 61 At Km 0/2 62 At Km 0/4(i) 63 At Km 0/4(ii) 64 At Km 1/10 65 At Km 2/2 (i) 66 At Km 2/2 (ii) 67 At Km 2/6 68 At Km 2/8 69 At Km 2/10 70 At Km 3/2 71 Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure 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. 72 At Km 0/2 73 At Km 2/6 74 Providing and fixing 100mm 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 75 At Km 0/2 76 At Km 0/4(i) 77 At Km 0/4(ii) 78 At Km 1/10 79 At Km 2/2 (i) 80 At Km 2/2 (ii) 81 At Km 2/6 82 At Km 2/8 83 At Km 2/10 84 At Km 3/2 85 Filling behind the culvert with stone dust including cost and conveyance to site including Labour charges for filling in laying, watering tamping under optimum moisture content to get the maximum density all incidental charges ec., complete. 86 At Km 0/2 87 At Km 0/4(i) 88 At Km 0/4(ii) 89 At Km 1/10 90 At Km 2/2 (i) 91 At Km 2/2 (ii) 92 At Km 2/6 93 At Km 2/8 94 At Km 2/10 95 At Km 3/2 96 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. For Boxing 97 At Km 0/2 98 At Km 0/4(i) 99 At Km 0/4(ii) 100 At Km 1/10 101 At Km 2/2 (i) 102 At Km 2/2 (ii) 103 At Km 2/6 104 At Km 2/8 105 At Km 2/10 106 At Km 3/2 107 Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 for grading-V Material 108 At Km 0/2 109 At Km 0/4(i) 110 At Km 0/4(ii) 111 At Km 1/10 112 At Km 2/2 (i) 113 At Km 2/2 (ii) 114 At Km 2/6 115 At Km 2/8 116 At Km 2/10 117 At Km 3/2 118 WET MIX MACADAMProviding, 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-5 119 At Km 0/2 120 At Km 0/4(i) 121 At Km 0/4(ii) 122 At Km 1/10 123 At Km 2/2 (i) 124 At Km 2/2 (ii) 125 At Km 2/6 126 At Km 2/8 127 At Km 2/10 128 At Km 3/2 129 Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using Pressure distributor as per clause 502- over WMM as per MORT&H Rev. V specificationsNo.111, 112, 502, 900 130 At Km 0/2 131 At Km 0/4(i) 132 At Km 0/4(ii) 133 At Km 1/10 134 At Km 2/2 (i) 135 At Km 2/2 (ii) 136 At Km 2/6 137 At Km 2/8 138 At Km 2/10 139 At Km 3/2 140 Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORT&H Rev. V specificationsNo.111, 112, 503, 900. 141 At Km 0/2 142 At Km 0/4(i) 143 At Km 0/4(ii) 144 At Km 1/10 145 At Km 2/2 (i) 146 At Km 2/2 (ii) 147 At Km 2/6 148 At Km 2/8 149 At Km 2/10 150 At Km 3/2 151 Providing and applying tack coat with bitumen emulsion (RS -I type ) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 as per MORTH Vth Rev., 111, 112, 900 152 At Km 0/2 153 At Km 0/4(i) 154 At Km 0/4(ii) 155 At Km 1/10 156 At Km 2/2 (i) 157 At Km 2/2 (ii) 158 At Km 2/6 159 At Km 2/8 160 At Km 2/10 161 At Km 3/2 162 Providing and applying tack coat with bitumen emulsion (RS -I type ) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 as per MORTH Vth Rev., 111, 112, 900 163 At Km 0/2 164 At Km 0/4(i) 165 At Km 0/4(ii) 166 At Km 1/10 167 At Km 2/2 (i) 168 At Km 2/2 (ii) 169 At Km 2/6 170 At Km 2/8 171 At Km 2/10 172 At Km 3/2 173 BM (Grade-II) 50mm Thick Using VG30Providing, 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 VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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-5 174 At Km 0/2 175 At Km 0/4(i) 176 At Km 0/4(ii) 177 At Km 1/10 178 At Km 2/2 (i) 179 At Km 2/2 (ii) 180 At Km 2/6 181 At Km 2/8 182 At Km 2/10 183 At Km 3/2 184 BC 30mm Thick (Grade-II) Using VG30 BitumenProviding and laying Bituminous Concrete to 30mm 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 VG30 bitumen for premixing per 10sqm of 40mm thick 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 30mm 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-5 185 At Km 0/2 186 At Km 0/4(i) 187 At Km 0/4(ii) 188 At Km 1/10 189 At Km 2/2 (i) 190 At Km 2/2 (ii) 191 At Km 2/6 192 At Km 2/8 193 At Km 2/10 194 At Km 3/2 195 Providing and laying Bituminous Concrete to 50mm thick (Grade I) 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 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix 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. (For Culverts) Grading -I 196 At Km 0/2 197 At Km 0/4(i) 198 At Km 0/4(ii) 199 At Km 1/10 200 At Km 2/2 (i) 201 At Km 2/2 (ii) 202 At Km 2/6 203 At Km 2/8 204 At Km 2/10 205 At Km 3/2 206 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottomof excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for making up of low berms using available box cut earth 207 At Km 0/2 208 At Km 0/4(i) 209 At Km 0/4(ii) 210 At Km 1/10 211 At Km 2/2 (i) 212 At Km 2/2 (ii) 213 At Km 2/6 214 At Km 2/8 215 At Km 2/10 216 At Km 3/2 217 Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing on bank with an average lead of 10Km and lifts as per SS20B including cost of all labour charges, Materials, Tools, Equipments And All Incidental Charges, Including Compacting With Vibratory soil compactor, Watering, Including all hire and fuel charges for all tools and Plants, Removal Of Other Deleterious matter And Obstructions, Trimming Of Bottom of Excavation Back Filling, Clearingup The Site And disposal Of All Surplus materials Etc., Complete As Per Standard Specification. For making up of Diversion road 218 At Km 0/2 219 At Km 2/6 220 Providing and laying of Gravel solings including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers fordiversion road 221 At Km 0/2 222 At Km 2/6 223 Calculation of SubTotal, GST and Total Amount carried out by system automatically 224 Basic cost of value put to tender as per estimate 225 Add GST at 18% 226 Total Value put to Tender 227 Quoted Percentage 228 Quoted Value 229 Add GST at 18% of Final Quoted Value 230 Total Value of Contract Including 18% of GST 231 Basic cost of value put to tender as per Estimate 232 Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) 233 Quoted Rate in Words
