TN 48 25 26 Erode Division TPR 097

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 Box cutting for widening portion. (MORTH No. 111, 112, 301, 305, 900)

Road A

At km 3/2-3/6 Drain work

At km 2/4,2/6 Protective works

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 Grade - V Material (MORTH No. 111, 112, 401, 900)

Road A

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 (MORTH No. 111,112, 406, 900)

Road A

Prime Coat Over WBM/ WMM surface - 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 perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900)

Road A

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 per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900)

Road A

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 (MORTH No. 111,112,501, 503,900)

Road A

Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bituminous mix at the rate of 44 Kg / Cum of chips at the site and placed in the pot holes or in patches 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. ( MORT&H - V Revision No.111, 112,501, 900, 3004 )

Road A

DBM (Grade-II) 50mm Thick Using VG30 - Providing, laying 50mm consolidated thick Dense Bituminous Macadam 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 for Grade - II (MORTH No. 111, 112, 505, 900)

Road A

BC 30mm Thick (Grade-II) Using VG30 Bitumen - Providing 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 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 - Grade - II. (MORTH No. 111, 112, 501, 507, 900)

Road A

Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all lead sand lifts as per SS20B including cost of all labour charges, materials, tools, equipment sand 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms Using excavated Earth. (MORTH No. 111, 112, 301, 305, 900)

Road A

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation Box Culvert and Wing Wall (MORTH No. 111, 112, 301, 305, 900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

Plain Cement Concrete of grade M10 (Nominal Mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2100,900)

At km 2/4,2/6 Protective works

Vibrated Cement Concrete of Grade M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

Vibrated Cement Concrete of Grade M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Drain and Protective Works - Below Sill. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

At km 3/2-3/6 Drain work

At km 2/4,2/6 Protective works

Vibrated Cement Concrete of grade M20 (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, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Drain, Protective Works, Wing Wall and Parapet (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

At km 3/2-3/6 Drain work - above sill

At km 2/4,2/6 Protective works

Vibrated Reinforced Cement Concrete M25 Grade (Design Mix) using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for BOX CULVERT. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

Supply and fabrication of STEEL Fe500/ Fe500D/ Fe550/ Fe550D grade 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. (MORTH No. 1000, 1500, 1600, 900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

Supplying and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications.(MORTH No. 2706, 900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

Vibrated Reinforced Cement Concrete M30 Grade (Design mix) using ISS size 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. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

At km 1/8 Box Culvert

At km 2/4 Box Culvert

At km 2/8 Box Culvert

At km 3/6 Box Culvert

At km 3/8 Box Culvert

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Add GST at 18%

Total Value put to Tender

Differnce Amount (Excess/Less)

Quoted Amount (Basic Rate Only)

Add GST at 18% of of Quoted Amount

Total Value of Quoted Amount Including 18% of GST