TN NO 03 Western bypass

Amount

Clearing light jungle including uprooting wild vegetation, grass, bushes, shrubs, sapling and disposal of unserviceable materials and stacking of serviceable material as per Clause 201 of MORT&H-V Revision

Earth work excavation and depositing on bank with an initial lead and lift in all classes of soil such as sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20B for Cutting as per Clause 301-305 of MORT&H - V Revision

Forming embankment in all classes of soil including sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil as per SS 20B including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting by Power roller to achieve the required Proctor density at 95% compaction at optimum moisture content as determined in occurrence with IS 2720(Part VII) including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MORT& H - V Revision - Using Cut earth

Forming embankment using carted earth having a minimum CBR of 8% with an average lead of 1 km, including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MORT&H - V Revision for - Carted Earth for filling

Granular Sub-base with Graded Material as per Table: 400-1 of MORT&H-V Revision - Plant Mix Method: Construction of granular subbase by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clauses 111,112,401 & Section 900 of MORT&H-V Revision etc.,complete - for Grading- V Material

Wet Mix Macadam as per Table: 400-13 of MORT&H-V Revision : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 250mm thick specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, as per Clauses 111,112, 406 & Section 900 of MORT&H-V Revision etc.,complete.

Prime coat @7kg/10sqm over WMM: Providing and applying primer coat with bitumen emulsion (SS-1 type) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clauses 111,112,501,502 & section 900 of MORTH-V Revision.

Tack coat @2.5kg/10sqm over granular surfaces treated with primer: Providing and applying tack coat with bitumen emulsion (SS-1 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 clauses 111,112,501,503 & section 900 of MORT&H-V Revision.

Tack coat @2.0kg/10sqm over granular surfaces treated with primer - Providing and applying tack coat with bitumen emulsion (RS-1 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 clauses 111,112,501,503 & section 900 of MORT&H-V Revision.

Tack coat @3.0kg/10sqm over Dry Lean Cement surface - Providing and applying tack coat with bitumen emulsion (RS-1 type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared Cement surface cleaned with mechanical broom as per clauses 111,112,501,503 & section 900 of MORT&H-V Revision.

Dense Graded Bituminous Macadam - Grade - II - 2Layers of minimum 50mm thickness each - as per Table: 500 - 10 of MORT&H - V Revision - Providing and laying two layers of Dense Bituminous Macadam 50mm minimum compacted thickness with Hot mix Plant using crushed aggregates of specified grading , Premixed with bituminous binder (VG 40) at percentage specified by JMF by weight of total mix of mix and filter, transporting the hot required grade,level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clauses 111,112,501,505 & section 900 of MORT&H-V Revision.

Bituminous Concrete - Grade - II - as per Table: 500 - 17 of MORT&H - V Revision - Providing and laying Bituminous Concrete 30mm thickness with Hot mix Plant using crushed aggregates of specified grading , Premixed with bituminous binder (VG 40) at percentage specified by JMF of mix and filter, transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade,level and alighnment , rolling with smooth wheeled, vibratory and tendem rollers to acheive the desired compaction as per clauses 111,112,501,507 & section 900 of MORT&H-V Revision.

Providing R.C.C Retaining wall along the Right Side of Canal at Km 0/7 - 0/8

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, equipments and all incidental charges such as 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 RETAINING WALL

upto 2 m

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION.

Vibrated Reinforced Cement Concrete M-30, ( Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for RCC RETAINING WALLS.

Providing and fixing of Bitumen pad 20mm thick approved by the Engineer in charge of required length including cost and conveyance of all materials to site, including labour charges for mixing the same in postion as director by the departmental offices and all other incidental charges involved etc., Complete as per standard specification for joints in between retaining walls complete.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths 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 RETAINING WALLS.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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 overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500D grade.

Providing and laying of FILTER MEDIA behind the Retaining wall with granular materials, stone crushed aggregates satisfying the requirements laid down in MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface (as per specification of cl. 710.1.4 & appendix 6 of IRC 78-2014).

Vibrated Cement Concrete M-20, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for cut parapet walls.

Providing R.C.C Retaining wall along the Left Side of Lake at Km 1/0 - 1/2

Providing and laying of FILTER MEDIA behind the Retaining wall with granular materials, stone crushed aggregates satisfying the requirments laid down in MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface (as per specification of cl. 710.1.4 & appendix 6 of IRC 78-2014).

Providing R.C.C Retaining wall along the Left Side of Lake at Km 1/2 - 1/4

Providing and laying of FILTER MEDIA behind the Retaining wall with granular materials, stone crushed aggregates satisfying the requirments laid down in MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface (as per specification of cl. 710.1.4 & appendix 6 of IRC 78-2014).

Providing P.C.C Retaining wall along a small stream at Km 1/8 - 2/0

Earthwork excavation in all classes of soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 RETAINING WALL

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION.

Vibrated plain Cement Concrete M-20, nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for PCC RETAINING WALLS.

Providing and fixing of Bitumen pad 20mm thick approved by the Engineer in charge of required length including cost and conveyance of all materials to site, including labour charges for mixing the same in postion as director by the departmental offices and all other incidental charges involved etc., Complete as per standard specification for joints in between retaining walls complete.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths 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 RETAINING WALLS.

Filling behind PCC Retaining wall with gravel including cost and conveyance of earth 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 earth between walls.

Providing and laying of FILTER MEDIA behind the Retaining wall with granular materials, stone crushed aggregates satisfying the requirments laid down in MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface (as per specification of cl. 710.1.4 & appendix 6 of IRC 78-2014).

Vibrated Cement Concrete M-20, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for cut parapet walls.

Providing P.C.C Retaining wall for HLB Approches

Earthwork excavation in all classes of soils except soft disintegrated rock not requiring blastin and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 RETAINING WALL

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION.

Vibrated plain Cement Concrete M-20, nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for PCC RETAINING WALLS.

Providing and fixing of Bitumen pad 20mm thick approved by the Engineer in charge of required length including cost and conveyance of all materials to site, including labour charges for mixing the same in postion as director by the departmental offices and all other incidental charges involved etc., Complete as per standard specification for joints in between retaining walls complete.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths 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 RETAINING WALLS.

Filling behind PCC Retaining wall with gravel including cost and conveyance of earth 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 earth between walls.

Providing and laying of FILTER MEDIA behind the Retaining wall with granular materials, stone crushed aggregates satisfying the requirments laid down in MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface (as per specification of cl. 710.1.4 & appendix 6 of IRC 78-2014).

Vibrated Cement Concrete M-20, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for cut parapet walls.

Providing Footpath cum drain at Km 0/0 - 1/0

Earthwork excavation in all classes of soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 DRAIN.

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per relavant standard specification for LEVELLING COURSE BELOW FOUNDATION.

Vibrated reinforced Cement Concrete M-25, Design Mix using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for BOTTOM SLAB OF DRAIN.

Vibrated plain Cement Concrete M-20, nominal Mix) using ISS hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for SIDE WALL OF DRAIN.

Vibrated reinforced Cement Concrete M-25, grade Design Mix using ISS size hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for COVER SLAB OF DRAIN.

Providing and fixing precast heavy duty manhole frame with cover (Rectangular shape of size) 600*600mm as shown in the drawings,including cost and conveyance of all materials to work site and labour charges for fixing the same at 10m interval along the top of cover slab,hire charges for tools and plants incidental charges etc., complete as per relevant standard specification.

Providing and fixing PVC pipes of 100mm dia with C.I Gratings of required lengths in drain the water including cost and conveyance of all materials to work site and labour charges for fixing, for drainage arrangements.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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 overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, FOR FOOTPATH CUM DRAIN.

Providing Footpath cum drain at Km 6/0 - 7/0

Earthwork excavation in all classes of soils except soft disintegrated rock not requiring blastin and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 DRAIN.

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per relavant standard specification for LEVELLING COURSE BELOW FOUNDATION.

Vibrated reinforced Cement Concrete M-25, Design Mix using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for BOTTOM SLAB OF DRAIN.

Vibrated plain Cement Concrete M-20, nominal Mix) using ISS hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for SIDE WALL OF DRAIN.

Vibrated reinforced Cement Concrete M-25, grade Design Mix using ISS size hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for COVER SLAB OF DRAIN.

Providing and fixing precast heavydutty manhole frame with cover (Rectangular shape of size) 600*600mm as shown in the drawings,including cost and conveyance of all materials to work site and labour charges for fixing the same at 10m intervel along the top of cover slab,hire charges for tools and plants incidental charges etc., complete as per relavant standard specification.

Providing and fixing PVC pipes of 100mm dia with C.I Gratings of required lengths in drain the water including cost and conveyance of all materials to work site and labour charges for fixing, for drainage arrangements.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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, FOR FOOTPATH CUM DRAIN.

Providing Footpath cum drain at Km 7/0 - 8/0

Earthwork excavation in all classes of soils except soft disintegrated rock not requiring blastin and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 DRAIN.

Vibrated Plain Cement Concrete M-10, ( Nominal Mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing,transporting, laying and compacting curing concrete, Tools and plants and incidental charges such as bailing out water, maintaining protective bunds , coffer dams, shoring, strutting, etc.,complete as per relavant standard specification for LEVELLING COURSE BELOW FOUNDATION.

Vibrated reinforced Cement Concrete M-25, Design Mix using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for BOTTOM SLAB OF DRAIN.

Vibrated plain Cement Concrete M-20, nominal Mix) using ISS hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for SIDE WALL OF DRAIN.

Vibrated reinforced Cement Concrete M-25, grade Design Mix using ISS size hard granite broken graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relavant standard specification for COVER SLAB OF DRAIN.

Providing and fixing precast heavydutty manhole frame with cover (Rectangular shape of size) 600*600mm as shown in the drawings,including cost and conveyance of all materials to work site and labour charges for fixing the same at 10m intervel along the top of cover slab,hire charges for tools and plants incidental charges etc., complete as per relavant standard specification.

Providing and fixing PVC pipes of 100mm dia with C.I Gratings of required lengths in drain the water including cost and conveyance of all materials to work site and labour charges for fixing, for drainage arrangements.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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, FOR FOOTPATH CUM DRAIN.

Providing Cross drainage at Km 0/0 - 1/0 (4 nos)

Dismantling culverts,bridges and other structures and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH specification a) Dismantling PCC

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT

Upto 2m

Removal and satisfactory disposal of all materials necessary for the construction of roadway and side berms in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer Box cut excess earth for disposed the earth an avg lead of 3Km away from the work site.

Filling under the box culvert with Stone dust including cost and conveyance of stone 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 culvert .

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW BOX PORTION

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT of size 2x2

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT OF 2x1.5

Supply and fabrication of Fe-500 D 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, Fe-500 D grade

Providing Cross drainage at km 1/0-2/0 (2 nos.)

Dismantling culverts,bridges and other structures and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH specification. a) Dismantling PCC

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT

Upto 2m

Removal and satisfactory disposal of all materials necessary for the construction of roadway and side berms in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer Box cut excess earth for disposed the earth an avg lead of 3Km away from the work site.

Filling under the box culvert with Stone dust including cost and conveyance of stone 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 culvert .

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW BOX PORTION

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT OF 2x1.5

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for base slab and sump wall for culvert 4x3

Supply and fabrication of Fe-500 D 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, Fe-500 D grade

Providing Cross drainage at Km 4/0 - 5/0 (4 Nos)

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification a)Dismantlting PCC

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification a)Dismantlting RCC

Dismantling the existing randum rubble masonry including all labour and other incidental charges etc., complete

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT

Upto 2m

Removal and satisfactory disposal of all materials necessary for the construction of roadway and side brems in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer Box cut excess earth for disposed the earth an avg lead of 3Km away from the work site.

Filling under the box culvert with Stone dust including cost and conveyance of stone 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 culvert .

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW BOX PORTION AND SUMP WELL.

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 2x2

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 1x1

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for base slab and sump wall for culvert 1x1

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for base slab and sump wall 2x2

Supply and fabrication of Fe-500 D 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, Fe-500 D grade

Providing Cross drainage at Km 5/0 - 6/0 (6nos)

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification a)Dismantlting PCC

Dismantling the existing randum rubble masonry including all labour and other incidental charges etc., complete

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT

Upto 2m

Upto 2m to 3m

Upto 3m to 4m

Removal and satisfactory disposal of all materials necessary for the construction of roadway and side brems in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer Box cut excess earth for disposed the earth an avg lead of 3Km away from the work site.

Filling under the box culvert with Stone dust including cost and conveyance of stone 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 culvert .

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW BOX PORTION AND SUMP WELL.

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 2x2

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 2x1.5

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 1x1

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for base slab and sump wall 2x2

Supply and fabrication of Fe-500 D 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, Fe-500 D grade

Providing Cross drainage at Km 7/0 - 8/0 (6nos)

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification a)Dismantlting PCC

Dismantling the existing randum rubble masonry including all labour and other incidental charges etc., complete

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT

Upto 2m

Removal and satisfactory disposal of all materials necessary for the construction of roadway and side brems in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer Box cut excess earth for disposed the earth an avg lead of 3Km away from the work site.

Filling under the box culvert with Stone dust including cost and conveyance of stone 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 culvert .

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW BOX PORTION AND SUMP WELL.

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 2x2

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 2x1.5

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BOX CULVERT 1x1

Vibrated reinforced cement concrete M25 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for base slab and sump wall 2x2

Supply and fabrication of Fe-500 D 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, Fe-500 D grade

Providing High Level Bridge Across Canal at Km.3/710

DISMANTLING the Plain cement concrete in the EXISTING BRIDGE and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc,. complete

Vibrated cement concrete of grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of 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 for SUPERSTRUCTURE OF ABUTMENT RETURN WALL & PIERS ABOVE SILL LEVEL.

Vibrated reinforced cement concrete M30 grade Design Mix, using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths 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 Return Wall.

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

Vibrated reinforced cement concrete M30 grade Design Mix, using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for DECK SLAB.

Providing FILTER MEDIA behind Abutment and Return Wall for 600mm thickness with granular materials stone crushed aggregates satisfying the requirments laid down in MORTH specification well packed with smaller size towards the soil and bigger size towards the wall over the entire surface (as per specification of cl.710.1.4 & appendix 6 of IRC 78-2014)

Filling behind Abutments and Return wall with clean gritty gravel including cost and conveyance of stone 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 behind Abutments and Return wall.

Providing and fixing PVC EXPANSION JOINT of 20mm thick in b/w deck slab over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimer pad and joint sealant etc.,complete.

Vibrated cement concrete of grade M15 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 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 for BASE COURSE BELOW APPROACH SLAB.

Vibrated reinforced cement concrete M30 grade Design Mix, using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for APPROACH SLAB.

Vibrated reinforced cement concrete M30 grade Design Mix, using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for WEARING COAT of 75mm uniform thickness over deck slab and approach slab.

Vibrated reinforced cement concrete M40 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for RCC CRASH BARRIER OVER DECK SLAB.

Vibrated cement concrete of grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of 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 for PCC PARAPETS OVER Return wall.

Providing and fixing of GI DRAINAGE SPOUTS 100mm dia as per MOST drawing SD/205 with gratings arrangements at top as shown in the drawing using 12mm*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 conveyence of cast iron pipes and flats and fixing them in position etc., complete.

Vibrated cement concrete M15 grade Nominal Mix,1:2:4 using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for SOLID FILL OF FOOTPATH/SAFETY KERB OVER APPROACHB AND WING WALL.

Supply and fixing high quality of 150mm dia PVC pipes 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 and all other incidental charges etc., for Providing Utility services and footpath.

Supply and fabrication of Fe-500D (HYSD) 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.

Supply and fabrication of Fe-240 (HYSD) 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,as per clauses 2706 of MORTH specification (V).

Providing Road Furnitures & Road Signages

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm, thickness of 2.5mm 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 MORTH & h SPECIFICATION No. 803) for centre line marking and edge line marking

Providing and fixing of retro reflectorised cautionary, mandatory and informatory signs (without defition board) made out of High Intensity Prismatic Grade sheeting confirming to Type - IV standards of IRC: 67-2012 and ASTM D 4956 - 09, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm 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 45cm x 45cm x60cm 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 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801)

60cm circular

90cm high octagen

60cm equilateral triangle

Providing and erecting 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, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm 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 45cm x 45cm x60cm 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 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801) Place Identification board (Name board)

Type IV (For having area upto area 0.9 sqm

Type IV (For having area than 0.9 sqm

Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate / methyl methecrylate ABS moulded body to conforming to ASTM D788 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 15mm, 90mm and 100mm and minimum reflective area 13 sq.cm oneach side and the slope to tthe base shall be 35 +/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of moRTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-2 mm and height not less than 30+/- 2mm) 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 manufacture'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 conforming to IRC - 2015 guidelines and MORTH specification 804 etc., complete.

Direction and Place Identifcation Signs Providing and erecting direction and place identification retro reflectorised sign made out of High Intensity Prismatic Grade sheeting confirming to Type - IX standards of IRC: 67-2012 and ASTM D 4956 - 09, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm 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 45cm x 45cm x60cm 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 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801)

Type IX (For having area upto area 0.9 sqm

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

Providing and fixing of retro reflectorised Hazard marker traffic signs made out of High Intensity Prismatic Grade sheeting confirming to Type - IV standards of IRC: 67-2012 and ASTM D 4956 - 09, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm 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 45cm x 45cm x60cm 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 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801) 30*90cm Rectangular.

Providing and fixing the Rigid median marker shall be made of through, high impact resistant, injection medolded, thermoplastic body with an isoceles trapezoidal structure of length, width, height not less than 15cm, 10 cm and respectively and thickness less than 1.80mm the body structureshall be rounded and its acute angle all the corners and edges the plastic used for moulding the median marker shall have aminimum notched izod impact strength value of 600J/m at room temperature, when tested in accordance wuth ASTM D 256 and shall reatin atleast70% of this value when subjected accelerated weatheringfor 100hrs as per ASTM G155 or ISO 180/A the logo of manufacture shall be embosed on either of the body in the injection moulding process. the median marker shall have fluorescent yellow colour retro - reflecting sheeting size not less than 8.5cm x 8.5 cm and width fully reflective micro prismatic cube corners as its retro reflective elements and meets type XI of ASTM D 4956-09 specification the retro reflective sheeting should be edge protected with no exposed edges which shall prevent edge, lifting, vandalism, sheeting damage etc., the median marker shall be fixed by a combination of epoxy adhesive and grouting.

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

RAMKUMAR (BID ID -1176751)