Reconstruction of High Level Bridge across Poonaikuthi river at Km 16/10 of Pattukottai _ Peravurani - Aranthangi road (Major District Roads-653)

Amount

MAINBRIDGE

Earth work excavation in all classes of soil except rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS20B including all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.

Earth work excavation in all classes of soil except rock not requiring blasting (Weathered rock, SDR, Kankar and Soft rock) and depositing on bank, with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps 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 OF ABUTMENT AND PIER as per section 300 MORT&H Specification (Fifth Revision-2013).

Vibrated Cement Concrete grade of M10 Nominal Mix 1:3:6 using 40mm ISS HBG metal 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 incidental charges, such as maintaining of protective bunds, cofferdams, shoring, struting etc., complete as per relevant standard specifications, for LEVELLING COURSE UNDER FOOTINGS as per section 2100 of MORT&H Specifications (V Revision-2013).

Vibrated Cement Concrete of Grade M25 Design Mix using 40mm ISS HBG graded metal, 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, struting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT,PIERS AND WINGS BELOW SILL LEVEL as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision-2013).

Vibrated Cement Concrete of Grade M25 (Design Mix) using 40mm ISS HBG graded metal, 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 including all other incidental charges etc., complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS,WINGS AND PIERS BELOW SILL LEVEL as per as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision-2013).

Vibrated Cement Concrete of Grade M25 (Design Mix) using 40mm ISS HBG graded metal, 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 including all other incidental charges etc., complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS AND PIERS ABOVE SILL LEVEL as per as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision -2013).

Vibrated Reinforced Cement Concrete of Grade M30 (Design Mix) using ISS HBG graded metal, 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 \\ including all other incidental charges etc., complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision-2013).

Providing and fixing SEEPAGE PIPES of 100 mm dia. PVC pipes of required lengths for abutments and wings including costs and conveyanace of all materials to work site, cost and labour for 900 mm dia.Semispherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., complete to drain of the backfill in the ABUTMENT AND WINGS

Providing and fixing KRAFT PAPER for full width of seating of deck Slab and including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated reinforced cement concrete M30 (Design mix) using ISS HBG graded metal 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 heights, tools and plants including all other incidental charges, etc. ,complete as per relevant standard Specifications, for DECK SLAB, & as per section 1500,1700 & 2300 of MORT&H Specifications (V Revision-2013).

Providing filter media behind the abutments and wings With clean III graded material 53mm to 5.6mm to 600mm thickness and well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges etc, complete as per Cl. 710.1.4 & Appendix - 6 of IRC: 78-2014.

Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel 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 for FILLING BEHIND THE ABUTMENTS AND WINGS as per Cl. 710.1.4 & Appendix 6 of IRC: 78-2014.

Providing and fixing PVC EXPANSION JOINTS of in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.(1set-9.95RM)

Vibrated Cement Concrete M15 Grade (Nominal Mix ) 1;2;4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, lead for soft water, labour charges for mixing, transporting, laying and curing concrete, working in hights and Hire charges for tools and plants and all other incidental charges, etc., complete as per relevant standard specifications, for BASE COURSE BELOW APPROACH SLAB as per section 1500, 1700 & 2300 MORT&H Specifications (V Revision-2013).

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, including labour charges for mixing, laying, curing concrete. working at heights, Hire charges for tools and plants including all other incidental charges, etc. ,complete for APPROACH SLAB as per section 1500, 1700 & 2300 of MORT&H Specifications (V Revision-2013).

Vibrated reinforced cement concrete M30 (Design mix) using IRC size HBG graded metal including cost and conveyance of all materials to work site and cost of cement at site, including All labour charges for mixing concrete, laying, vibreting, Hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work cost of premoulded Expansion joints and fixing the same in position etc. ,complete for WEARING COAT of 75mm uniform thickness over deck slab as per section 2702.2 of MORT&H Specifications (V Revision-2013).

Vibrated Reinforced Cement Concrete M40 (Design Mix) using ISS size hard granite broken graded metal including acost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel, including 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 CRASH BARRIERS OVER DECK SLAB as per section 811,1700 & 2703.3 of MORT&H Specifications (V Revision-2013).

Vibrated Cement Concrete M15 Grade, (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying and curing concrete, working in hights, hire charges for tools and plants, incidental all other incidental charges, etc., complete as per relevant standard specifications, for PCC PARAPET WALL OVER WING WALL as per section 1500, 1700 and 2300 MORT&H Specifications (V Revision-2013).

Providing and fixing of G.I drainage spouts 100mm dia as per MOST SD/205 with grating arrangements at top as shown in the drawing using 12mmx 25mm for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete as per section 2705 of MORT&H Specifications (V Revision 2013).

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks ,cost ofanti corrosive treatment with Epoxy coat and all other incidental charges etc,complete, as per section 2706 of MORT&H Specifications (V Revision-2013).

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the Reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks, cost of anti corrosive treatment with Epoxy coatand all other incidental charges etc,complete, as per section 2706 of MORT&H specifications (Fifth Revision)

Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Sub Work-Construction of Retaining wall

Earthwork excavation in all classes of soil except 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 OF RCC RETAINING WALL

Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS.

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS and stem OF RCC RETAINING WALLSbelow Ground Level.

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. above Ground Level

Vibrated Reinforced Cement Concrete M40 (Design Mix) using ISS size hard granite broken graded metal including acost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel, including 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 CRASH BARRIERS OVERRetaining wall as per section 811,1700 & 2703.3 of MORT&H Specifications (V Revision-2013).

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for retaining wall including cost and conveyance of all materials to work site, and labour charges for fixing, etc., to drain of the backfill as directed by the Engineer

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, Anticorrosive treatment with fusion bonded epoxy coating, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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,cost of anti corrosive treatment with Epoxy coat and all other incidental charges etc, complete,Fe-500 grade.

Providing filter media behind the Retaining wall for 600mm thickness using filter material conforming to Appendix 6/IRC 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc., complete as per CI.710.1.4 & Appendix - 6 of IRC: 78-2014.

Sub Work-APPROCHROAD

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 out including labour charges for picking and all other tools and plants employed not the work and including all their incidental charges etc., complete as per standard specification

Filling with Earth having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete

Filling with Earthl having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete

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 power roller to achieve the desired density, complete as per clause 401 for grading- V Material

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 SubBase/ 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

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 Squre Metre 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

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10 Squre Metre 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

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24Cubic Metre of 26.50-13.20mm, 0.25Cubic Metre of 13.20-2.36mm and 0.23Cubic Metre of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10Squre Metre 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 Plant20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniforMetric Tonnehickness 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

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 Cubic Metre of 19.00-9.50mm, 0.17 Cubic Metre of 9.50-2.36mm and 0.26 Cubic Metre of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10Squre Metre 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 topaver 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

SUBWORK-DIVERSIONROAD

Filling with Earth having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete

Filling with Earth having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.

Hoisting and Fixing of 1000 mm dia. NP 3 pipes and collars to proper gradient including all Labour charges and all other incidental charges etc., Complete

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 power roller to achieve the desired density, complete as per clause 401 for grading- V Material

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 SubBase/ 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

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 Squre Metre 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

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10 Squre Metre 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

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 allmaterials to CMP site, heating the bitumen, aggregate and mixing them in required temperatureusing 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 gradesand 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 20-30tCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools andplant required, including all other incidental charges etc., complete as per specification usingCMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 Cubic Metre of 19.00-9.50mm, 0.17 Cubic Metre of 9.50-2.36mm and 0.26 Cubic Metre of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10Squre Metre 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 topaver 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

SUB WORK-DISMANTLING

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,For Stone masonry in cement mortar.

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,For plain cement concrete

Dismantling salvaging and removal and disposing of resulting materials etc.,For RCC pipe 600mm dia.

SUBWORK-ROADFURNITURE

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Squre Metre area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface)

Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/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 MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and with minimum reflective area of 13Sq.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 MORTH 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 500kgf. Fixing will be 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 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MoRT&H specification 804 etc., complete

Providing and erecting of direction and place identification Retro -Reflectorised sign made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm 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 consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. 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 IRC67:2012. (as per MORT & H Specification No.801)

Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm 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 consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. 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 IRC67:2012. (as per MORT & H Specification No.801) (60 cm circular board without definition board)

Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm 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 consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. 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 IRC67:2012. (as per MORT & H Specification No.801) (90 cm equilateral triangular board without definition board)

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

GRT INFRA

sri ayyappan constructions