Construction of High level Bridge at Km 9 8 of Thiruvadanai S P Pattinam road

Amount

EARTH WORK EXCAVATION in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and 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 soils and depositing on bank, as per SS20B 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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS, WINGS AND PIERS as per MoRT&H Rev V.

Vibrated Cement Concrete of Grade M10 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 heights, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per MORT&H Rev V

Vibrated Cement Concrete of M20 (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 heights, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS UNDER ABUTMENTS, RETURN WALLS as per MORT&H Rev V.

Vibrated Cement Concrete of grade M20 (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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL as per MoRT&H Rev V.

Vibrated Cement Concrete of grade M20 (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 height , 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 MORT&H Rev V.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, 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 as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per MORT&H Rev V.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORT&H Rev V.

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.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of formwork, 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 AND KERBS & SAFETY KERBS as per MORT&H Rev V.

Supply 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. as per MoRT&H Rev V.

Vibrated Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges to mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per MoRTH Rev V

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel including cost of formwork, 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 APPROACH SLAB as per MORT&H Rev V

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Rev V

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including 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 MORT&H Rev V

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including 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 HANDRAIL as per MORT&H Rev V.

Supplying and fixing of G.I. 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 beyond 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 Rev V.

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc.,complete as per MoRT&H Rev V.

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 as per MoRT&H Rev V

Supply and fabrication of Fe-500 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 and all other incidental charges etc,complete, as per MoRT&H Rev V

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 and all other incidental charges etc,complete, as per MoRT&H Rev V

Vibrated Cement Concrete M20 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for CC PARAPET as per MoRT&H Rev V

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 charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Sub Estimate for Diversion Road 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 incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants removal of other deletorious matter and obstruction, trimming of bottom of excavation backfilling, clearing of the site and disposal of all surplus material etc complete as per standard specification for embankment/sub grade.(97% Compaction)

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 incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants removal of other deletorious matter and obstruction, trimming of bottom of excavation backfilling, clearing of the site and disposal of all surplus material etc complete as per standard specification for embankment/sub grade..(95% Compaction)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per cl.401.

Providing and laying of Gravel including cost and conveyance of the same to worksite from approved quarry including stacking the same to departmental guage for pre measurement 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 deparmental engineers.

Providing laying, spreading and compacting grader stone aggregates for Wet Mix Macadam 250mm thick including premixing the materials with water at OMC in mechanical mix plant, conveyance of mixer material by tipper to site, laying in uniform layers using pavers in sub base/base course on well prepared surface and compacting with vibratory soil compactors to achieve the desired density including cost of materials, labour charges, rental for machinery, fuel and all other incidental charges etc complete as per cl.406 of MoRT&H Rev V

Providing and laying Prime Coat over WMM surface using 7kg of Emulsion bitumen (SS1) per 10 Sqm for preparatory to another bitminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete as per cl.502 of MoRT&H Rev V

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kg of Emulsion bitumen (RS1) per 10 Sqm for preparatory to another bitminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete as per cl.503 of MoRT&H Rev V

Providing laying and rolling of Close graded premix carpet of compacted 20mm thickness using 0.0162 Cum of 13.2-11.2mm, 0.1404 Cum of 11.2-5.6 mm, 0.0729 cum of 5.6-2.8 mm, 0.0405 Cum of 2.8 mm and below (Type B) graded HBG metal using 19 Kg of VG 30 Bitumen for 10 Sqm including premixing at CMP,conveyance by tipper lorry, laying by paver finisher and rolling by vibtratory roller including cost and conveyance of all materials, hire charges of all TMp all labour charges, fuel and all other incidental charges etc, complete as per specifications using CMP as per cl 508 of MoRTH Rev V

Supply of NP3 Class RCC Pipe 1000mm dia conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.

Hoisting and fixing of NP3 Class 1000mm dia RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers, as per standard specifications.

Sub Estimate for RCC Retaining wall EARTH WORK EXCAVATION in all classes of soils and depositing on bank, as per SS20B 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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALL as per MoRT&H Specifications Rev V.

Vibrated Cement Concrete of Grade M10 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 heights, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE below the footings of RCC retaining wall as per MORT&H Rev V

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, 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 footings of RCC retaining wall as per MORT&H Rev V.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORT&H Rev V.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, 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 Stem of RCC retaining wall as per MORT&H Rev V.

Supply and fabrication of Fe-500 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 and all other incidental charges etc,complete, as per MoRT&H Rev V

Vibrated Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges to mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for CC PARAPET as per MoRT&H Rev V

Sub Estimate for PCC Retaining wall EARTH WORK EXCAVATION in all classes of soils and depositing on bank, as per SS20B 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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALL as per MoRT&H Rev V.

Vibrated Cement Concrete of grade M20 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, potable water, 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 footings of Retaining wall as per MORT&H Rev V.

Vibrated Cement Concrete of grade M20 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, potable water, 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 Stem of retaining wall as per MORT&H Rev V.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORT&H Rev V.

Vibrated Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges to mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for CC PARAPET as per MoRT&H Rev V

Sub Estimate for Approach Road 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 incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants removal of other deletorious matter and obstruction, trimming of bottom of excavation backfilling, clearing of the site and disposal of all surplus material etc complete as per standard specification for embankment/sub grade.(97% Compaction)

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 incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants removal of other deletorious matter and obstruction, trimming of bottom of excavation backfilling, clearing of the site and disposal of all surplus material etc complete as per standard specification for embankment/sub grade..(95% Compaction)

Construction of granular sub-base Grade V by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per cl.401.

Construction of granular sub-base Grade III by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per cl.401.

Providing and laying of Gravel including cost and conveyance of the same to worksite from approved quarry including stacking the same to departmental guage for pre measurement 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 deparmental engineers.

Providing laying, spreading and compacting grader stone aggregates for Wet Mix Macadam 250mm thick including premixing the materials with water at OMC in mechanical mix plant, conveyance of mixer material by tipper to site, laying in uniform layers using pavers in sub base/base course on well prepared surface and compacting with vibratory soil compactors to achieve the desired density incluidng cost of materials, labour charges, rental for machinery, fuel and all other incidental charges etc complete as per cl.406 of MoRT&H Rev V

Proivding and laying Prime Coat over WMM surface using 7kg of Emulsion bitumen (SS1) per 10 Sqm for preparatory to another bitminous construvtion over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete as per cl.502 of MoRT&H Rev V

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kg of Emulsion bitumen (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 cl.503 of MoRT&H Rev V

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5 - 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 the min required temperature using Central hotmixplant 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 by8-10tonne 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, tippertrucks, Paver Finisher,Vibratory roller and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-V

Providing, laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00-9.5 mm, 0.17cum of 9.5-2.36mm and 0.26 cum of 2.36mm & below with 50.30 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate to required temperature and mixing them in required temperature in Central hotmixplant 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 by8-10tonne 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, tippertrucks, 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 507 of MORTH Rev-V

Sub Estimate for Box culvert EARTH WORK EXCAVATION in all classes of soils and depositing on bank, as per SS20B 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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF BOX CULVERT, CUTOFF WALL AND APRON as per MoRT&H Rev V.

Filling under the box culvert with quaryfying dust including cost and conveyance of quaryfying dust 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 under the Box Portion & Apron

Vibrated Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges to mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for base course for Box portion and Apron as per MoRT&H Rev V

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, 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, stem, top slab of Box culvert and key walls as per MORT&H Rev V.

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness as per MORT&H Rev V

Supply and fabrication of Fe-500 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 and all other incidental charges etc,complete, as per MoRT&H Rev V

Supplying and fixing of G.I. 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 beyond 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 Rev V.

Vibrated Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges to mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for CC PARAPET as per MoRT&H Rev V.

Sub Estimate for Road Furniture Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 for centerline and edge line.

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / 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. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.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 500 Kgf. Fixing will be by 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 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming 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 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 IRC 67:2012. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming 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 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 engineerin-charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 IRC 67:2012. (as per MoRT&H Specification No.801) Rate per sqm (for sign having area upto 0.9 sqm) Type-I

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

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

VARTHA CONSTRUCTION (BID ID -3199218)

HEADWAY CONSTRUCTION (BID ID -3199238)