TN NO 03/2020-21/SDO - Pollachi Western Bypass

Amount

Clearing light jungle including uprooting wild vegetation, grass, bushes, shurbs, 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 cottonsoil, 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 occurence 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 effective subgrade CBR more than of 5% 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-I 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 MORT&H-V Revision

Tack coat @ 2.5 kg /10sqm over granular surfaces treated with primer- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clauses 111,112, 501, 503 & Section 900 of MORT&H-V Revision

Tack coat @ 2.0 kg /10sqm over bituminous surfaces treated with primer- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clauses 111,112, 501, 503 & Section 900 of MORT&H-V Revision

Tack coat @ 3.0 kg /10sqm over Dry Lean Cement Surface- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared 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 filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause No.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 to 30mm thick with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause No. 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 2m

Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,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 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,Fe-500D grade.

Providing filter media behind the Retaining wall 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 as per cl. 710.1.4 & appendix 6 of IRC 78-2014.

Vibrated Cement Concrete M-20, ( Nominal 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 cut Parapet walls

Providing RCC Retaining wall along the Left Side of Lake at km 1/0-1/2

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 2m

Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,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 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,Fe-500D grade.

Providing filter media behind the Retaining wall 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 as per cl. 710.1.4 & appendix 6 of IRC 78-2014.

Vibrated Cement Concrete M-20, ( Nominal 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 cut Parapet walls

Providing RCC Retaining wall along the Left Side of Lake at km.1/2-1/4

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 2m

Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,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 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,Fe-500D grade.

Providing filter media behind the Retaining wall 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 as per cl. 710.1.4 & appendix 6 of IRC 78-2014.

Vibrated Cement Concrete M-20, ( Nominal 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 cut Parapet walls

Providing PCC 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 of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION

Vibrated Plain Cement Concrete M-20, ( Nominal Mix 1:1.5:3) 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 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 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 filter media behind the Retaining wall 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 as per cl. 710.1.4 & appendix 6 of IRC 78-2014.

Vibrated Cement Concrete M-20, ( Nominal Mix 1:1.5:3) 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 Cut Parapet walls

Providing PCC Retaining wall for HLB Approaches

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 of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION

Vibrated Plain Cement Concrete M-20, ( Nominal Mix 1:1.5:3) 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 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 of class 1 PVC seepage pipes of 100mm dia of required lengths including cost and conveyance of all materials to work site, cost and labour for semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain 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 between walls.

Providing filter media behind the Retaining wall 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 as per cl. 710.1.4 & appendix 6 of IRC 78-2014.

Vibrated Cement Concrete M-20, ( Nominal Mix 1:1.5:3) 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 Cut Parapet walls

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

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

Plain Cement Concrete of grade M-10, Nominal Mix,using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION.

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 BOTTOM SLAB OF DRAIN.

Vibrated Plain cement concrete M20 grade (Nominal Mix 1:1.5:3), 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 SIDE WALL OF DRAIN.

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 COVER SLAB OF DRAIN.

Providing and fixing precast heavyduty manhole frame with cover (Rectangular shape of size) 600mm x 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 standard specification.

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

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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 6/0 - 7/0

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

Plain Cement Concrete of grade M-10, Nominal Mix (1:3:6),using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION.

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 BOTTOM SLAB OF DRAIN.

Vibrated Plain cement concrete M20 grade (Nominal Mix 1:1.5:3), 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 SIDE WALL OF DRAIN.

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 COVER SLAB OF DRAIN.

Providing and fixing precast heavyduty manhole frame with cover (Rectangular shape of size) 600mm x 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 standard specification.

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

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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 soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF DRAIN

Plain Cement Concrete of grade M-10, Nominal Mix (1:3:6),using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION.

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 BOTTOM SLAB OF DRAIN.

Vibrated Plain cement concrete M20 grade (Nominal Mix 1:1.5:3), 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 SIDE WALL OF DRAIN.

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 COVER SLAB OF DRAIN.

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

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

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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 Dismantling salvaging and removal 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 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.

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 (2x 2)

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 (2 X 1.50)

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 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

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.

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 (2x 1.5)

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 (4 X 3)

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 2/0-3/0 (1 no.)

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)Dismantling 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)Dismantling RCC

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

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.

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 (2x 1.5)

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 3/0-4/0 (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)Dismantling PCC

Dismantling the existing Random 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 base slab and sump wall for culvert (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 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)Dismantling 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)Dismantting RCC

Dismantling the existing Random 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 for culvert (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 (6 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)Dismantling 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)Dismantling RCC

Dismantling the existing Random 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 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 for culvert (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 6/0-7/0 (2 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)Dismantling PCC

Dismantling the existing Random 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 base slab and sump wall for culvert (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 (6 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)Dismantling PCC

Dismantling the existing Random 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 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 for culvert (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 8/0-9/0 (3 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)Dismantling PCC

Dismantling the existing Random 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 (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 for culvert (1x1)

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.

Earth work excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UP TO BED LEVEL or SILL LEVEL FOR FOOTINGS UNDER ABUTMENTS RETURN WALLS AND PIERS.

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

Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock 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 ABUTMENTS, PIERS AND RETURN WALL.

Vibrated plain cement concrete grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG grade metal , including cost and conveyance of all materials to site and cost of cement at site including portable water, labour charges for mixing, transporting, laying, compacting,curing concrete, tools and plants and incidental charges such as baling out water, maintening protective bunds ,coffer dams , shoring, structting etc., complete as per relevant standard specification as per section 1100 of MORTH specification(V Revision) for LEVELLING COURSE BELOW ABUTMENTS,PIER AND RETURN WALL.

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 ABUTMENT, PIERS AND RETURN WALL BELOW SILL LEVEL.

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL.

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, -

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and Return Wall 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 to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site 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.

Providing FILTER MEDIA behind Abutment and Return Wall for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT &H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete.

Filling behind Abutments and Return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND RETURN WALL..

Providing and fixing PVC EXPANSION JOINT of 20mm thick 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.

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.

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.

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 ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT of 75mm uniform thickness over deck slab and approach slab.

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 BARRIER OVER DECK SLAB.

Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken 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 Return Wall.

Providing and fixing of GI 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.

Vibrated Cement Concrete M-15 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken 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 SOLID FILL OF FOOTPATH / SAFETY KERB over approach and wing walls.

Supply and Fixing high quality of 150mm dia. PVC pipes including cost and conveyance of all materials to work site and fixing in position to proper grade and level including labour charges for fixing and all other incidental charges etc., for providing utility services and footpath.

Supply and Fiabrication of Fe- 500D (HYSD) steel required for all RCC items of works involved in the schedule including cost and fabrication ,labour charges for cleaning the rods straightening ,cutting,bending,tying grills,including overlaping to the required length wherever necessary and providing to reinforcement placing the reinforcement in position as specified in the return wall including cost of binding wire, provision of space bars,cover blocks and all 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 including cost and fabrication ,labour charges for cleaning the rods straightening ,cutting,bending,tying grills,including overlaping to the required length wherever necessary and providing to reinforcement placing the reinforcement in position as specified in the return wall including cost of binding wire, provision of space bars,cover blocks and all all other incidental charges etc,.as per clause 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 MORT&H SPECIFICATION No. 803 for centre line marking and edge line marking

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of high intensity prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956 -09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 60 cm below ground level. The sign board 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 45x45x60cm size including cost and conveyance of allmaterials, 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- Reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801)

60cm Circular

90cm high octagen

60cm equilateral triangle

Providing and erecting of direction and place indication Retro-reflectorised sign made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC 67-2012 and ASTM D 4956 -09, specification and fixed over a 2mm thick aluminium sheet fixed over a back supporting frame of 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 60 cm below ground level. The sign board 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 45x45x60cm including cost and conveyance of allmaterials, 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- reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801). Place identification board (Name board)

Type IV ( For sign having area upto area 0.9 sqm

Type IV ( For sign having area than 0.9 sqm

Providing and fixing reflective road studs of 'category A' raised pavement markers made out of poly carbonate/ methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavemnt makers 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 with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less thaan value specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30 +/- 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 manufacturers recommendation and complte as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

Providing and erecting of direction and place indication Retro-reflectorised sign made out of cube corner Micro prismatic grade sheeting confirming to Type-IX standards of IRC 67-2012 and ASTM D 4956 -09, specification and fixed over a 2mm thick aluminium sheet fixed over a back supporting frame of back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle and supported on a mild steel angle post 75x75x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 60 cm below ground level. The sign board 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 45x45x60cm including cost and conveyance of allmaterials, 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- reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801) ( For location of black spot, curve, sharp bend,junctions,ghat roads and critical zone appplications) Place identification board (For location of black spot,curve, sharp bend, junction,ghat roads and critical zones)

Type XI ( For sign 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 at alternatively 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 specification No.806)

Providing and erecting of Retro-reflectorised Hazard marker traffic sign made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC 67-2012 and ASTM D 4956 -09, specification and fixed over a 2mm thick aluminium sheet fixed over a back supporting frame of back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle and supported on a mild steel angle post 75x75x6mm and 60 cm below ground level. The sign board 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 45x45x60cm 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- reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801) 30x90cm Rectangular

Providing and fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection -molded, thermoplastic body with an isosceles trapezoidal structur of length, width and height not less than 15cm,10cm, and 10cm respectively and thickness not less than 1.8mm, the body structures shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the median marker shall have a minimum notched izod impact strength value of 600 J.m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median marker shall have rectangular - shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67- 2012 and ASTM D4956-09 type XI specification reflectivity values. The Retro-reflective sheetionmg shall be both sides of Median Marker and shall be edge protected with no exp[osed edges which will prevent edge lifting,vandalism, sheeting damage.,etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

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Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

SriRanganathar constructions private limited