TNV116 Aruppukottai H C and M Sub Division Work

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Road A

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm Picking the existing BTsurface upto80mm as per MORTH Rev.V Clause No. 111, 112, 202 depth 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 picking and all other tools and plants employed of the work and including all other incidental chargesetc.,complete as per standard specifications as per MORTH Rev.V Clause No. 111, 112, 202

Road A (Branch road improvements)

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.

Road A

Providing compaction for embankment /making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers

Road A

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withvibratorysoil compactor,watering, includingall hireandfuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearingup the site and disposal of all surplusmaterialsetc., complete as per standard specification. For embankment / sub grade

Road A

Road A (Branch road improvements)

GRANULAR SUB BASE FOR 225 CUM Grade -V Providing, Laying and compacting Granular sub base well graded material on the prepared surface by mixing the Material, mixing in a mechanical mix plant at OMC, carriing of mixed Material to worksite, spreading inuniform 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 (Filter/ Separation Layer) Plant mix method as per MORTH Rev.5

Road A

Road A (Branch road improvements)

GRANULAR SUB BASE FOR 225 CUM Grade -III Providing, Laying and compacting Granular sub base well graded material on the prepared surface by mixing the Material, mixing in a mechanical mix plant at OMC, carriing of mixed Material to worksite, spreading inuniform 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-III (Drainage Layer) Plant mix method as per MORTH Rev.5

Road A

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density includidng cost of materials. labour charges, rental 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)

Providing and laying Prime coat using SS1 grade emulsion bitumen at the rate of 7 kg per 10sqm over the WMM /WBM surface preparatory to another construction over it as including cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

Road A

Road A (Branch road improvements)

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.5kg per 10sqm over the WMM/WBM primed surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

Road A

Road A (Branch road improvements)

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per10sqm including cost and conveyance ofall materials to CMPsite, heating the bitumen, aggregate and mixing the min the required temperature incentral hot mix plant 20-30t oncapacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechani calpaver to the specified grade sand cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specificatio nusing CMP as per clause 505 of MORTH rev-5.

Road A

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 -13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumenboiler, tipper trucks,Paver Finisher, Vibratory rollers and all other tools andplant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Road A (Branch road improvements)

Bituminous Concrete 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

Road A (Branch road improvements)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments and all incidental charges, complete as per standard specification. For filling median and islands with conveyance

Road A

Road A (Branch road improvements)

Providing Barrier Type kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry , including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying , curing , painting , including all other incidental charges etc., complete as per drawing and standared specification.

Road A

Road A (Branch road improvements)

Earth work excavation in all classes of soils except hard rock not 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 whichever necessary etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Earthwork excavation in all classes of soils 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 ABUTMENTS, PIERS AND WINGS.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Earth work excavation in rock not requiring blasting (Soft Disintegrated Rock / 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 ABUTMENTS, PIERS AND WINGS. as per Section 300 of MoRT&H Specifications (Fifth Revision).

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Plain Cement Concrete of grade M10 Nominal Mix (1:3:6) 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Vibrated Cement Concrete of grade M20 Nominal Mix (1:1.5:3) 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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 ABOVE SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs 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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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 ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Providing and fixing PVC EXPANSION JOINT 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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Supply and fabrication of Fe-500/Fe 500 D /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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for 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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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 including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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. -1RM(For Estimate Purpose, mix 1:1.5:3)

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard granite broken graded 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 at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER WINGS.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats 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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Wearing coat.

Road A ( MINOR BRIDGE AT KM 2/10)

Road A ( MINOR BRIDGE AT KM 5/2)

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 FOUNDATION OF BOX CULVERT AND RETURN WALL.

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB, BODY WALL, TOP SLAB OF BOX CULVERT.

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

Supply and fabrication of steel Grade Fe-500 / Fe 500D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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 standard specification.

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL

Road A ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

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 ( BOX CULVERT AT KM 1/10, 2/2, 2/6, 2/10, 3/4, 3/10 & 4/4)(2.00 X 2.00)

Road A ( BOX CULVERT AT KM 5/500) (2.00 X 2.00)

Road A ( BOX CULVERT AT KM 0/8,1/4,1/6 & 4/10) (2.00 X 3.00)

Road A ( BOX CULVERT AT KM 3/8) (3.00 X 3.00)

Road A ( BOX CULVERT AT KM 0/10(i),(ii),1/2, 5/2, 5/4) (3.00 X 4.00)

Road A ( BOX CULVERT AT KM 4/8) (4.00 X 3.00)

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 (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 (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)

Road A (Road furniture)

60cm Circular Board speed limit

90 cm equilateral triangle

90 cm octagon stop board

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: 2022 and ASTM D 4956 fixed –09, specification and fixed over 2mm thick Aluminium sheet 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 67-2022and 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 67-2022. 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 67:2022. (as per MoRT&H Specification No.801) (for sign having area upto 0.9 sqm)

Road A (Road furniture)

Name board ( (for sign having area upto 0.9 sqm)

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 (Road furniture)

Hazard Marker

Providing and erecting of retro refectorised 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)80x60 cm rectangular Chevron board

Road A (Road furniture)

Chevron board

Supply and fixing of Kilometre stone of standard Unit Each Basic Rate approved for the year 2025-2026 (w.e.f. 22.07.2025)151502.00 design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete

Road A (Road furniture)

Kilometre stone

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete

Road A (Road furniture)

HM stone

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

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

Please Enable Macros to View BoQ information