Providing Junction Improvements at Km 50/8 of Kodai Ghat road- 1 Road Work 2 Dismantling Plain cement concrete in the existing structures and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 3 ROAD A 4 Dismantling Reinforced cement concrete in the existing structures and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 5 ROAD A 6 Dismantling Brick masonry/Stone masonry in the existing structures and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 7 ROAD A 8 ROAD A (Km 50/6 Box Culvert) 9 ROAD A (Km 50/8 Box Culvert) 10 Breaking, removing and stacking for pre measurements of hard rock requiring blasting by the way of silent blasting using approved rock disintegrating chemicals/rock splitting materials by drilling holes to appropriate depth of not more than 1.5m with required spacing. The drilled hole should be properly cleaned using air/water compressor so as to receivethe freshly prepared chemical slurry and filling the slurry within stipulated time. The depth of slurry filling should be made upto 15 mmfrom top surface and to be covered using tarpaulins. The rate includes cost of materials tools and plants, equipments, mobilizing, transfering from one place to another with all accessories and operating all the tools and plants for secondary braking, watering, excavating the rock portion including lifting, loading and using electricity power or diesel generator, conveyance and depositing the same away from the work site at a required distance from the excavated area and without obstruction to the work as specified by departmental officers with an initial lead of 10m and initial lift of 2m including all incidental charges, fuel charges to all machines, hire charges, crew charges completely compiling with standard specifications and as directed by departmental officers. 11 ROAD A 12 Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Road widening (Box cutting) 13 ROAD A 14 Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Road widening (Box cutting) 15 ROAD A 16 ROAD A Km 50/675 - 50/715 (Rwall) 17 ROAD A Km 50/715 - 50/755 (Rwall) 18 ROAD A Km 50/755 - 50/775 (Rwall) 19 ROAD A (Hard Shoulder) 20 ROAD A (Km 50/6 Box Culvert) 21 ROAD A (Km 50/8 Box Culvert) 22 Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in medium rock and dense medium rock not requiring blasting as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Foundation. 23 ROAD A Km 50/675 - 50/715 (Rwall) 24 ROAD A Km 50/715 - 50/755 (Rwall) 25 ROAD A Km 50/755 - 50/775 (Rwall) 26 ROAD A (Km 50/6 Box Culvert) 27 ROAD A (Km 50/8 Box Culvert) 28 ROAD A(Minor Bridge) 29 Providing and laying of granular sub-base grade - V 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 power roller to achieve the desired density, complete as per clause 401 30 ROAD A 31 Providing and laying of granular sub-base grade - III 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 power roller to achieve the desired density, complete as per clause 401 32 ROAD A 33 Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH specification 34 ROAD A 35 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 36 ROAD A 37 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, 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 38 ROAD A 39 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 503 of MORTH Rev-5 40 ROAD A 41 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 incidenta 42 ROAD A 43 Providing, laying 75mm consolidated thick Dense Bituminous Macadam Grade - I using 0.40cum of 37.50 - 13.20mm, 0.35cum of 13.20 - 2.36mm and 0.36cum of 2.36mm & below and 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 work site, spreading the mix to uniform thickness of 75mm 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 44 ROAD A 45 Providing, laying 50mm consolidated thick Dense Bituminous Macadam Grade - II using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, 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 46 ROAD A 47 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 VG10 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 48 ROAD A 49 Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification for Levelling course below foundation. 50 ROAD A Km 50/675 - 50/715 (Rwall) 51 ROAD A Km 50/715 - 50/755 (Rwall) 52 ROAD A Km 50/755 - 50/775 (Rwall) 53 ROAD A (Hard Shoulder) 54 ROAD A (Km 50/6 Box Culvert) 55 ROAD A (Km 50/8 Box Culvert) 56 Vibrated reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., completefor Box Cell. 57 ROAD A (Km 50/6 Box Culvert) 58 ROAD A (Km 50/8 Box Culvert) 59 Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS size hard granite graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification for Foundation. 60 ROAD A Km 50/675 - 50/715 (Rwall) 61 ROAD A Km 50/715 - 50/755 (Rwall) 62 ROAD A Km 50/755 - 50/775 (Rwall) 63 Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS size hard granite graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification For Stem - below sill level. 64 ROAD A Km 50/675 - 50/715 (Rwall) 65 ROAD A Km 50/715 - 50/755 (Rwall) 66 ROAD A Km 50/755 - 50/775 (Rwall) 67 Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS size hard granite graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, working at height, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification For Stem - above sill level. 68 ROAD A Km 50/675 - 50/715 (Rwall) 69 ROAD A Km 50/715 - 50/755 (Rwall) 70 ROAD A Km 50/755 - 50/775 (Rwall) 71 Removal of damaged concrete railingin the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 72 ROAD A(Minor Bridge) 73 Benching hard rock upto an average 10cm depth and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 74 ROAD A(Minor Bridge) 75 Providing Dowel Bars in foundation using 25mm dia bars in 40mm dia holes for the required depth and grouting in cement mortar including cost and conveyance of all materials to site including labour and all other incidental charges including the cost of the drilling and all other tools and plants employed etc., complete as per standard specifications 76 ROAD A(Minor Bridge) 77 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 2706 & 900. 78 ROAD A Km 50/675 - 50/715 (Rwall) 79 ROAD A Km 50/715 - 50/755 (Rwall) 80 ROAD A Km 50/755 - 50/775 (Rwall) 81 ROAD A (Km 50/6 Box Culvert) 82 ROAD A (Km 50/8 Box Culvert) 83 ROAD A(Minor Bridge) 84 Providing and fixing bituminous Pad(20mm Thick)including cost and conveyance of expansion joints, shalimar pad and joint sealants and fixing them in position etc., complete in Retaining wall. 85 ROAD A Km 50/675 - 50/715 (Rwall) 86 ROAD A Km 50/715 - 50/755 (Rwall) 87 Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification for Levelling course below Median. 88 ROAD A (Kerb) 89 Vibrated plain cement concrete of grade M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG gradedmetal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, working at height, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification For Parapet wall. 90 ROAD A Km 50/675 - 50/715 (Rwall) 91 ROAD A Km 50/715 - 50/755 (Rwall) 92 ROAD A Km 50/755 - 50/775 (Rwall) 93 ROAD A (Hard Shoulder) 94 Vibrated plain cement concrete of grade M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Wing wall Stem ( Below sill level ) 95 ROAD A (Km 50/6 Box Culvert) 96 ROAD A (Km 50/8 Box Culvert) 97 ROAD A(Minor Bridge) 98 Vibrated plain cement concrete of grade M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Wing wall Stem ( Above sill level ) 99 ROAD A (Km 50/6 Box Culvert) 100 ROAD A (Km 50/8 Box Culvert) 101 ROAD A(Minor Bridge) 102 Vibrated plain cement concrete of grade M30 (Design mix) using 20mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Dirt wall cum Bed block 103 ROAD A(Minor Bridge) 104 Supplying 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. 105 ROAD A(Minor Bridge) 106 Vibrated plain cement concrete of grade M30 (Design mix) using 20mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Deck slab and Safety kerbs. 107 ROAD A(Minor Bridge) 108 Providing and laying of Filter media with granular materials, Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a width of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind stem to the full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4, 3106.4 - Fifth Revision and IRC 78-2000-13.10. 109 ROAD A Km 50/675 - 50/715 (Rwall) 110 ROAD A Km 50/715 - 50/755 (Rwall) 111 ROAD A Km 50/755 - 50/775 (Rwall) 112 ROAD A(Minor Bridge) 113 Providing Barrier type Kerb for Median/Islands using Vibrated cement concrete of grade M20 (Nominal mix 1:1.5:3) using 20mm and 12mm ISS HBG metal from approved quarry including cost and conveyance of all materials to work site, 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 114 ROAD A (Kerb) 115 Filling with excavated earth between Retaining wall and road including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete.as per standard specificatin of MORT&H revision - V 116 ROAD A Km 50/675 - 50/715 (Rwall) 117 ROAD A Km 50/715 - 50/755 (Rwall) 118 ROAD A Km 50/755 - 50/775 (Rwall) 119 ROAD A (Kerb) 120 ROAD A (Km 50/6 Box Culvert) 121 ROAD A (Km 50/8 Box Culvert) 122 ROAD A(Minor Bridge) 123 Supplying and fixing 300mm wide 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 124 ROAD A(Minor Bridge) 125 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) 126 ROAD A(Minor Bridge) 127 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade.The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc., complete 128 ROAD A (Kerb) 129 Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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 overlaping 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. 130 ROAD A Km 50/675 - 50/715 (Rwall) 131 ROAD A Km 50/715 - 50/755 (Rwall) 132 ROAD A Km 50/755 - 50/775 (Rwall) 133 ROAD A (Km 50/6 Box Culvert) 134 ROAD A (Km 50/8 Box Culvert) 135 ROAD A(Minor Bridge) 136 Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Levelling course below Approach slab 137 ROAD A(Minor Bridge) 138 Vibrated plain cement concrete of grade M30 (Design mix) using 20mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for Approach slab. 139 ROAD A(Minor Bridge) 140 Vibrated plain cement concrete of grade M40 (Design mix) using 20mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for RCC Crash Barriers over Deck slab 141 ROAD A(Minor Bridge) 142 Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification for Parapets over wing walls 143 ROAD A(Minor Bridge) 144 Supply and fixing of High Quality of AC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths. 145 ROAD A(Minor Bridge) 146 Filling with Quarry dust between Box cell and road including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete.as per standard specificatin MORT&H No.304, 900. 147 ROAD A (Km 50/6 Box Culvert) 148 ROAD A (Km 50/8 Box Culvert) 149 Calculation of SubTotal, GST and Total Amount carried out by system automatically 150 Basic cost of value put to tender as per estimate 151 Add GST at 18% 152 Total Value put to Tender 153 Quoted Percentage 154 Quoted Value 155 Add GST at 18% of Final Quoted Value 156 Total Value of Contract Including 18% of GST 157 Basic cost of value put to tender as per Estimate 158 Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) 159 Quoted Rate in Words
