Pappireddipatti (H) CandM Sub Division (SLM-116)

Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung 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 clause 111, 112, 202, 305.4.3 of MORTH - Vth Revision etc.,complete.

Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Boxing as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material

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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thickness, 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 111, 112, 406 & 900 of MORTH Vth Revision

Providing and laying Prime Coat over 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 111, 112, 501, 502 & 900 of MORTH Vth Revision

Providing and laying Tack Coat over 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 111, 112, 501, 503 & 900 of MORTH Vth Revision

Advance patch work 50mm thick using 45 mm IRC size HBG metal for making the pot holes and patching using VG 80/10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

Tack coat - Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over itincluding costofmaterial, labour charges ,rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Vth Revision.

Providing and laying Tack Coat over Dry Lean Cement Concrete using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20 mm, 0.25 cumof 13.20-2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG-30 Grade bitumen for premixing per 10sqm including cost and conveyance of allmaterials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spread ing the mix to uniform thickness of 50 mm using paver to the specified grade sand crosssection sand 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 roller sand 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 as per clause No.111,112,501,505 & 900 - of MORTH Rev-5. Gr-II (Widening Portion)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Grading II (Center Portion)

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 VG-30 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 20-30ton 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 20-30t 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 clause No. 111, 112, 501, 507 & 900 of MORTH Rev-5. (Grading II)

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., completeandasdirected by the departmental engineers. as per clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision For making up of low berms. (Hire and Labour charges only)

Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH Vth Revision Dismantling RR Masonry

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation, back filling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Box Culvert as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Vibrated Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Base concrete of Box Culvert as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Vibrated Reinforced Cement Concrete of grade M25 (Design Mix) using 20mm and below ISS 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 Base Slab, Side Walls and Top Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Supply and fabrication of STEEL Fe500/ Fe500D / Fe550 / Fe550D Grade for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Vibrated Cement Concrete of grade M20 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Wing wall and Parapet as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

Filling behind the Box Culvert with Gravel including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision

1-1.1 Reconstruction of culvert at Km 0/8 of Kadathur - Linganaickanahalli road

1-1.2 Reconstruction of culvert at Km 3/10 of Kadathur - Linganaickanahalli road

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