TNV112 Aruppukottai H C and M Sub Division Work

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm 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 deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc.,

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 charges, materials, tools, equipment and 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. a) Box cutting for widening portion

Road A

Road A (Branch road Improvements)

Providing compaction of berms using the 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., complete as directed by the departmental engineers for making up of low berms

Road A

Providing and laying of gravel including cost and conveyance of the same to worksite from approved quarry, including stacking the same to departmental gauge 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 departmental engineers for making up of low berms. B) Formation of embankment

Road A

GRANULAR SUB BASE - Grade -V 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

Road A

Road A (Branch road Improvements)

GRANULAR SUB BASE - Grade - III 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

Road A

Road A (Branch road Improvements)

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

Road A

Road A (Branch road Improvements)

Prime coat - Providing and laying Prime Coat over Granular base using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.

Road A

Road A (Branch road Improvements)

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

Road A

Road A (Branch road Improvements)

Tack coat - 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 per Clause 503 of MORTH Rev-5

Road A

Road A (Branch road Improvements)

Dense Graded Bituminous Macadam (75 mm thick using VG30 Bitumen and more than 5m Paver. Providing and laying and consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50–13.20 mm, 0.25 cum of 13.20–2.36 mm and 0.23 cum of 2.36 mm and below, and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10 sqm; 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 50 mm using paver to the specified grades and cross sections; 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 20–30 ton 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 of MORTH Rev-5 Grade I

Road A

Dense Graded Bituminous Macadam (75 mm thick using VG30 Bitumen - Providing and laying and consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50–13.20 mm, 0.25 cum of 13.20–2.36 mm and 0.23 cum of 2.36 mm and below, and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10 sqm; 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 50 mm using paver to the specified grades and cross sections; 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 20–30 ton 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 of MORTH Rev-5 Grade I

Road A (Branch road Improvements)

Bituminous Macadam Grading II -Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50–13.20 mm, 0.43 cum of 13.20–2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10 sqm 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 20–30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm 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 20–30 ton 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

Road A

Road A (Branch road Improvements)

Bituminous Concrete - 40 mm thick grade II Using VG 30 Bitumen ( More than 5 M Paver) Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 mm and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm; 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 40 mm 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 at site etc., including hire charges and fuel charges for 20–30 ton 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

Road A

Bituminous Concrete - 40 mm thick grade II Using VG 30 Bitumen Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 mm and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm; 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 40 mm 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 at site etc., including hire charges and fuel charges for 20–30 ton 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

Road A (Branch road Improvements)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Road A (Widening of Slab culvert at Km.53/6)

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications

Road A (Widening of Slab culvert at Km.53/6)

Plain Cement Concrete of grade M15 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 as per 2100

Road A (Widening of Slab culvert at Km.53/6)

Vibrated Cement Concrete of Grade M-20, Nomional Mix, 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 FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100

Road A (Widening of Slab culvert at Km.53/6)

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, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200

Road A (Widening of Slab culvert at Km.53/6)

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 including cost of formwork, 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 Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

Providing 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.

Road A (Widening of Slab culvert at Km.53/6)

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 including cost of formwork, 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 DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

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 Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

Vibrated Cement Concrete M-20, Grade, Nominal 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 PARAPET WALL. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

Supply and fabrication of Fe-500/Fe-500 D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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. for RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

Supply and fabrication ofFe-500/Fe-500 D / Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods traightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

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 remolded 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 Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)

Road A (Widening of Slab culvert at Km.53/6)

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)

Road A (Widening of Slab culvert at Km.53/6)

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Road A (Widening of Slab culvert at Km.53/6)

Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification

Road A (Widening of Slab culvert at Km.53/6)

Filling behind Abutments and return wall 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 CI.710.1.4 & Appendix 6 of IRC :78-2014

Road A (Widening of Slab culvert at Km.53/6)

Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Road A (Widening of Slab culvert at Km.53/6)

Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

Road A (Widening of Slab culvert at Km.53/6)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC)

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure Cut stone)

Road A ( Reconstruction of Box Culvert at Km.53/10 )

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 baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 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

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Vibrated Reinforced Cement Concrete M-25 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 chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 WING WALLS

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

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 remolded 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 Section 2702.2 of MORT&H Specfication (Fifth Revision-2013)

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings

Road A ( Reconstruction of Box Culvert at Km.53/10 )

Road A ( Widening of Box Culvert at Km.54/6 )

Road A ( Widening of Box Culvert at Km.55/6 )

Road A ( Widening of Box Culvert at Km.56/4 )

Road A ( Widening of Box Culvert at Km.56/6 )

Road A ( Reconstruction of Box Culvert at Km.59/10 )

Road A ( Reconstruction of Box Culvert at Km.67/2,67/8(i) & 67/8(ii))

Road A ( Reconstruction of Box Culvert at Km.67/10, 68/2 & 68/8)

Road A ( Reconstruction of Box Culvert at Km.68/4)

Road A ( Widening of Box culvert at Km.65/6 )

Road A ( Widening of Box culvert at Km.66/4 )

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Road A (Widening of two row Pipe culvert at Km.58/8)

Road A (Widening of two row Pipe culvert at Km.60/8)

Road A (Widening of Single row Pipe culvert at Km.68/10)

Earth Work excavation in all classes of soils such as hard stiff clay, stiff black cotton,hard red Earth shales,murram, gravel stony,earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water etc., complete as per standard specification for FOUNDATION OF PIPE CULVERT

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 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 PIPE CULVERT

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Vibrated Cement Concrete M20 (Nomimal mix 1:1.5:3) using 40mm ISS size HBG 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications.- for Body wall

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 - for Parapet

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Supply of NP3 Class RCC, 1000 mm dia Hume pipes of 2.50m length confirming to IS 458/1989 cost of pipe as a finished work including all other incidental charges testing charges including loading and unloading transporting and delivery in good condition at work site as directed by the departmental officer etc., complete.

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Hoisting and fixing of 1000 mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete.

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Refiling with carted earth including cost and convenveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc complete

Road A (Widening of two row Pipe culvert at Km.58/8

Road A (Widening of two row Pipe culvert at Km.60/8

Road A (Widening of Single row Pipe culvert at Km.68/10)

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Road A (Retaining wall)

Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 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

Road A (Retaining wall)

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 BELOW SILL LEVEL

Road A (Retaining wall)

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 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 ABOVE SILL LEVEL

Road A (Retaining wall)

Filling behind Abutments and return wall 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 CI.710.1.4 & Appendix 6 of IRC :78-2014 (Refilling labour charge only)

Road A (Retaining wall)

Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Road A (Retaining wall)

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF TOE WALL

Road A (Toe wall)

Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, 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 Footing of Toe wall

Road A (Toe wall)

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for for STEM OF PCC TOE WALL (below sill level)

Road A (Toe wall)

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for STEM OF PCC TOE WALL (above sill level)

Road A (Toe wall)

Providing and fixing seepage pipes of 110mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill. -1 No. in the Toe Wall

Road A (Toe wall)

Construction of cement concrete centre median kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.

Road A (Center Median )

Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH

Road A (Center Median )

Earthwork excavation in all classes of soil except hard rock not requiring blasting except hard rock requiring blasting depositing on bank as per SS 20B, including cost of all labour, equipments and all incidential charges such as bailing out water,providing and maintaining necessary coferdams, 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

Road A (Construction of Drain at Km 67/775 - 68/110)

Plain Cement Concrete of Grade M15 (Nominal Mix 1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling course for BASE SLAB.

Road A (Construction of Drain at Km 67/775 - 68/110)

Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Bottom Slab

Road A (Construction of Drain at Km 67/775 - 68/110)

Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of al materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Side walls

Road A (Construction of Drain at Km 67/775 - 68/110)

Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting,laying and curing concrete, soft water working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete for Top Slab

Road A (Construction of Drain at Km 67/775 - 68/110)

Supply and Fabrication of Fe -500/Fe 500 D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening,cutting, bending, tying grills,including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete - Drain

Road A (Construction of Drain at Km 67/775 - 68/110)

Providing and fixing of Weepholes of 100 mm dia PVC pipe of required length for drains including cost and conveyence of all materials to worksite, cost and labour for 900mm dia and labour charges for fixing etc., to drain of the rain water at 5m Interval

Road A (Construction of Drain at Km 67/775 - 68/110)

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

Road A (Providing and fixing for Road Furniture)

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / 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 height,width and length shall not be less than 15mm, 90mm and 100mm 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 Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.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 manifacture'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 IRC35-2015 guide lines and MORTH specification 804 etc., complete.

Road A (Providing and fixing for Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801)(60 cm cirular board)

Road A (Providing and fixing for Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801)(60cm x 45cm Rectangular board)

Road A (Providing and fixing for Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801) 90 cm equilateral triangle

Road A (Providing and fixing for Road Furniture)

Providing and erecting of retro refectorised 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801)

Road A (Providing and fixing for Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801) stop board

Road A (Providing and fixing for Road Furniture)

Providing and erecting direction and place identification retro-reflectorised sign made out of high intensity Prismatic grade sheeting confirming to Type XI standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012( For location of Blackspot,curve,Sharp bend,Junction,Ghat roads and critical zone application ( for sign having area more than 0.9 sqm (type XI)

Road A (Providing and fixing for Road Furniture)

Providing and Fixing of Rigid Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for lOOOhrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Road A (Providing and fixing for Road Furniture)

Supplying of Solar Power Blinker: Including Solar Panel 60Wp, Solar LED Blinker with 300 MM DIA (LED-192 no's) – Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12V Battery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works: ( Including Land Leveling, Cleaning and digging pits & concrete post grounding )Erection And Commissioning Work: Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work

Road A (Providing and fixing for Road Furniture)

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Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

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