Thanjavur District - PMGSY III BATCH I (2020-21)- Sethubavachatram Block Package No. TN-17-126

Amount

Upgradation and Five Year Maintenance of MRL14 - Nadiyam Via Udaiyakadu Thuraiyur Road. Km 0/0-6/160

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.

Picking the existing BT surface by Mechanical means , 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 Hydrallic Excavator of 0.9 Cum bucket Capacity of 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 embakement location with a lift ipto 1.5 m and lead upto 1000 m as per Technical specification clause 302.3

Construction of embankment 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(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.( Carted Earth)

Construction of embankment 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 (Gravel shoulder)

Providing, laying, spreading and compacting stone aggregates To wet mix macadeam Specification including premixing the material With water at OMC in mechanaical mix plant carriage of mixed material by tipper to site ,laying in uniform layers with paver in sub base /base course on a well preared surface and compacting with vibratory roller to achive 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 0.85 kg/sqm (0.70-1.0) using mechanical means as per Technical Specification Clause 502.(Control section)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm (0.25 to 0.30) on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.(Control section)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(Control section)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.(Control section)

New Technology (Zydex).Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Watersoluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-2) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.

Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Zycotherm material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade with Nanotechnology based material to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (ref:Mord pg.no 5-24),New Technology (Zydex)

Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier Zycotherm material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical specification Clauses 510.New Technology

Waterproofing of the Shouder surface by spraying 1kg of Terrasil and 1kg of Zycobond in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured

Provision of Rumple strips with Premix Bituminous Carpet,15-20mm high at centre to centre approved locations to controle speed ,marked with while strips of road marking paint

Construction of 1.5 m RCC Slab culvert (Km 0/0 to 1/0 ) @ Chainage 5m & 675 m.

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Foundation.

dismantling of Culvert @ Ch.5m & 675m,

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. Substructure.

dismantling of Culvert @ Ch.5m & 675m,

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Reinforced Cement concrete

dismantling of Culvert @ Ch.5m & 675m,

Removal of Hume Pipes.

dismantling of Culvert @ Ch.5m & 675m,

Earth work 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.

Construction of culvert @ Ch.5m & 675 m.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Construction of culvert @ Ch.5m & 675 m.

Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Construction of culvert @ Ch.5m & 675 m.

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Construction of culvert @ Ch.5m & 675 m.

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Construction of culvert @ Ch.5m & 675 m.

Cement concrete 1 : 2 : 4 mix using 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Bed Block and Dirt wall)

Construction of culvert @ Ch.5m & 675 m.

Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Construction of culvert @ Ch.5m & 675 m.

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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Construction of culvert @ Ch.5m & 675 m.

Providing and fixing of 20 mm thick fiber board for expansion joint Between Dirtwall & Deck slab

Construction of culvert @ Ch.5m & 675 m.

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.

Construction of culvert @ Ch.5m & 675 m.

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 specification Clauses 614, 709, 1204.3.7

Construction of culvert @ Ch.5m & 675 m.

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

Construction of culvert @ Ch.5m & 675 m.

Construction of 1.5 m RCC Slab culvert (Km 1/0 to 2/0 ) @ Chainage 1047,1072,1688,1980

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Foundation.

dismantling of Culvert @ Ch.1047,1072,1688,1980

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. Substructure.

dismantling of Culvert @ Ch.1047,1072,1688,1980

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Reinforced Cement concrete

dismantling of Culvert @ Ch.1047,1072,1688,1980

Removal of Hume Pipes @ Ch.1047,1072,1688,1980

dismantling of Culvert @ Ch.1047,1072,1688,1980

Earth work 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.

Construction of culvert @ Ch.1047,1072,1688,1980

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Construction of culvert @ Ch.1047,1072,1688,1980

Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Construction of culvert @ Ch.1047,1072,1688,1980

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Construction of culvert @ Ch.1047,1072,1688,1980

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Construction of culvert @ Ch.1047,1072,1688,1980

Cement concrete 1 : 2 : 4 mix using 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Bed Block and Dirt wall)

Construction of culvert @ Ch.1047,1072,1688,1980

Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Construction of culvert @ Ch.1047,1072,1688,1980

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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Construction of culvert @ Ch.1047,1072,1688,1980

Providing and fixing of 20 mm thick fiber board for expansion joint Between Dirtwall & Deck slab

Construction of culvert @ Ch.1047,1072,1688,1980

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.

Construction of culvert @ Ch.1047,1072,1688,1980

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 specification Clauses 614, 709, 1204.3.7

Construction of culvert @ Ch.1047,1072,1688,1980

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

Construction of culvert @ Ch.1047,1072,1688,1980

Construction of 1.5m RCC Slab culvert Km. 2/0 to 3/0 Chainage @ 2767

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Foundation.

dismantling of Culvert @ Ch.2767

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. Substructure.

dismantling of Culvert @ Ch.2767

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Reinforced Cement concrete

dismantling of Culvert @ Ch.2767

Removal of Hume Pipes @ Ch.2767

Earth work 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.

Construction of culvert @ Ch.2767

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Construction of culvert @ Ch.2767

Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Construction of culvert @ Ch.2767

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Construction of culvert @ Ch.2767

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Construction of culvert @ Ch.2767

Cement concrete 1 : 2 : 4 mix using 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Bed Block and Dirt wall)

Construction of culvert @ Ch.2767

Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Construction of culvert @ Ch.2767

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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Construction of culvert @ Ch.2767

Providing and fixing of 20 mm thick fiber board for expansion joint Between Dirtwall & Deck slab

Construction of culvert @ Ch.2767

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.

Construction of culvert @ Ch.2767

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 specification Clauses 614, 709, 1204.3.7

Construction of culvert @ Ch.2767

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

Construction of culvert @ Ch.2767

Construction of 1.5m RCC Slab culvert Km. 3/0 to 4/0 Chainage @ 3535,3585

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Foundation.

dismantling of Culvert @ Ch.3535,3585

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. Substructure.

dismantling of Culvert @ Ch.3535,3585

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Reinforced Cement concrete

dismantling of Culvert @ Ch.3535,3585

Removal of Hume Pipes @ Ch.3535,3585

Earth work 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.

Construction of culvert @ Ch.3535,3585

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Construction of culvert @ Ch.3535,3585

Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Construction of culvert @ Ch.3535,3585

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Construction of culvert @ Ch.3535,3585

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Construction of culvert @ Ch.3535,3585

Cement concrete 1 : 2 : 4 mix using 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Bed Block and Dirt wall)

Construction of culvert @ Ch.3535,3585

Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Construction of culvert @ Ch.3535,3585

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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Construction of culvert @ Ch.3535,3585

Providing and fixing of 20 mm thick fiber board for expansion joint Between Dirtwall & Deck slab

Construction of culvert @ Ch.3535,3585

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.

Construction of culvert @ Ch.3535,3585

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 specification Clauses 614, 709, 1204.3.7

Construction of culvert @ Ch.3535,3585

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

Construction of culvert @ Ch.3535,3585

Construction of 3.0m RCC Slab culvert Km. 3/0 to 4/0 Chainage @ 3625

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Foundation.

dismantling of Culvert @ Ch.3625

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. Substructure.

dismantling of Culvert @ Ch.3625

Removal of Hume Pipes

dismantling of Culvert @ Ch.3625

Earth work 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.

Construction of culvert @ Ch.3625

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Construction of culvert @ Ch.3625

Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Construction of culvert @ Ch.3625

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Construction of culvert @ Ch.3625

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Construction of culvert @ Ch.3625

Cement concrete 1 : 2 : 4 mix using 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Bed Block and Dirt wall)

Construction of culvert @ Ch.3625

Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Construction of culvert @ Ch.3625

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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Construction of culvert @ Ch.3625

Providing and fixing of 20 mm thick fiber board for expansion joint Between Dirtwall & Deck slab

Construction of culvert @ Ch.3625

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.

Construction of culvert @ Ch.3625

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 specification Clauses 614, 709, 1204.3.7

Construction of culvert @ Ch.3625

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

Construction of culvert @ Ch.3625

Construction of Protective Works in Nadiyam to Udaiyakadu via Thuraiyur (Km.0/0-1/0) @ Ch.150-175 LHS

Earth work 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.

Protective works @ Ch.150-175 LHS

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Protective works @ Ch.150-175 LHS

Cement concrete 1 : 2.5 : 5 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 specifications and as directed.

Protective works @ Ch.150-175 LHS

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below sill)

Protective works @ Ch.150-175 LHS

Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Protective works @ Ch.150-175 LHS

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 specification Clauses 614, 709, 1204.3.7

Protective works @ Ch.150-175 LHS

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801

Provision for Name board

Provision for Logo board

Provision for Citizen board

Provision for PMGSY Maintenance board

Provision for 90 cm Triangle Sign board

Provision for Circular Sign board

Provision for octagon Sign board

Provision for Reflector

Provision for Kilometre Stones

Provision for Hectametre Stones

Guard Stone

Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost.

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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)

T RAJASEKARAN