TIRUPPUR DISTRICT PMGSY III 2021 22 PKG NO TN 31 132 AVINASHI BLOCK

Amount

Improvement to the road from Cheyur - Kunnathur road to Vettuvapalayam via Kanadangulampudhur A.Kumarapalayam km 0/0-5/820

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

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Excavation For Road work in soil with Hydraulic Excavator of 0.9 cum Bucket Capacity including cutting and loading in tippers, trimming bottom and side slopes ,in accordance with requirements of line grades and cross section and transporting to the embankment location with a lift upto 1.5 m

Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Using Borrow pit Earth)

Construction of embankment with approved material Deposited at site from roadway Cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tables 300.1 & 300.2 ( Gravel Shoulder )

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mecahnical means as per Technical specification clause 502.

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Bituminous Concrete: Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

CC Road cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specfications and as directed

CC Road Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Construction of 1.5m span slab culvert at chainage 5

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling clearing away and carefully stacking materials useful for use remoal of cut stone slabs

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 1.5m span slab culvert at chainage 433

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantied metirial, disposal of unreinforced cement concrete

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 1.5m span slab culvert at chainage 1550

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Removing all type of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismandling of Masonry works as per Technical Specifications Clause 202.

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 1.5m span slab culvert at chainage 2024

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling clearing away and carefully stacking materials useful for use remoal of cut stone slabs

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 1.5m span slab culvert at chainage 3182

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 1.5m span slab culvert at chainage 5793

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Removing all type of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismandling of Masonry works as per Technical Specifications Clause 202.

Earthwork excavation for foundation of structures upto 3m depth as per drawing and technical specfication clause 1104 including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottorn and back filling with approved material.

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 2.0m span slab culvert at chainage 1369

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Removing all type of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismandling of Masonry works as per Technical Specifications Clause 202.

Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Construction of 2.0m span slab culvert at chainage 906

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Removing all type of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismandling of Masonry works as per Technical Specifications Clause 202.

Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation

Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.

Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL

Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL

Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.

Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.

Supplying and fabricating and placing in position MS steel or ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.

providing and fixing 20mm thick compressible fibre board

Providing and fixing Tar Paper for bearing Between Bed block and deck slab

Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.

Poviding and fixing Name Board

Poviding and fixing logo board

Providing and fixing Citozen information board

Providing and fixing maintanance board

Providing and fixing sign board

90cm Eqilateral triangle(Cautionary sign Board)

60cm Circular(Mandatory)Sign board

Chevron signs 90cm

Reflector

Road Making with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface

Ordinary Km stone(Precast)

200m stone(precast)

Guard Stone(precast)

Maintenanace I year

Maintenanace II year

Maintenanace III year

Maintenanace IV year

Maintenanace V year

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

DPM SREE MURUGAN AND CO