DINDIGUL DISTRICT PMGSY-III TN05-177 REDDIYARCHATRAM BLOCK- 1 WORK

Amount

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

PICKING BT Scarifying the existing bituminous road surface to a depth of 50 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 and Tippers with disposal upto 1000m Excavation for roadwork 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 lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Construction of Embankment with Material Obtained from Roadway Cuttting 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 (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)

Gravel Shoulder Construction of Embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacked to meet requirment of Tables 300.1 and 302 as per Technical specification Clause 301.5 (Gravel Shoulder)

WET MIX MACADAM Providing, laying, spreading and compacting stone agregates of specific sizes towet mix maccadam specification including 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

PRIMER COAT 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 using mechanical 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 lead of 1000m 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.

PREMIX CARPET Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.20mm to 5.6 mm aggregates either using penetration grade bitument or emusion to required line, grade and level to serve asa 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 Clause508

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

Provision of Rumble strips with Premix Bituminous Carpet 'Provision of 15No. Rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre at approved locations to control speed, marked with white strips of road marking paints

Providing and Fixing Name Board

Providing and Fixing 'Logo of PMGSY Project

Providing and Fixing 'Citizen Information Board' of PMGSY Project

Providing and Fixing 'Maintenance Information Board' of PMGSY Project

Providing and Fixing 'Cautionary, Mandatory and Informatary sign board Providing and fixing of Retro Reflected Cautionary, Mandatory signs with definitioin plate made ot of high inten sity Grade Prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.50m thick Aluminum sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild streel angle and supported on a mild steel angle ion post 75mm x 75mm x 6 mm firmly fikxed to the ground by mean of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7 years warreanty for the Retro Reflective sheets as per clause 6.90 of IRC 67-2010 Specification (As per MORT & spec.NO.801)

60 Cm Equilateral traingle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Chevron Signs 90cm Octagon (Curves)

Reflector

Road Marking with hot applied the thermoplastic compound with reflectorising glass Beads on Bituminious surface

Kilometre Stone Reinforced Cement concrete M15 Kilometre stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703

(ii) Ordinary Kilometer stone (precast)

(iii) 200m stone (precast)

(iv) Guard stone (precast)

Construction of 3 .0m Span RCC slab culvert at Ch 500M

Dismantling of existing structures like culverts, bridges, retainingwalls 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 o f1000 m as per Technical Specification Clause 202

Dismantling of existing structure slike culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable materia lwith all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structure slike 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 dismandle material , disposal of un-reinforcment cement concrete

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with M sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

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.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

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

Providing Weepholes in brick masory/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

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 3m Span RCC slab culvert at Ch 2850 M

Dismantling of existing structures like culverts, bridges, retainingwalls 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 o f1000 m as per Technical Specification Clause 202

Dismantling of existing structure slike culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable materia lwith all lift and lead of 1000 m as per Technical Specification Clause 202.

Removiing all types of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of Masanry work as per Technical specification clause 202

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with M sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

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.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

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

Providing Weepholes in brick masory/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

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 3m Span RCC slab culvert at Ch 5000 M

Dismantling of existing structures like culverts, bridges, retainingwalls 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 o f1000 m as per Technical Specification Clause 202

Dismantling of existing structure slike culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable materia lwith all lift and lead of 1000 m as per Technical Specification Clause 202.

Removiing all types of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of Masanry work as per Technical specification clause 202

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with M sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

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.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

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

Providing Weepholes in brick masory/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

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 1.5m Span RCC slab culvert at Ch 1421 M

Dismantling of existing structures like culverts, bridges, retainingwalls 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 o f1000 m as per Technical Specification Clause 202

Dismantling of existing structure slike culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable materia lwith all lift and lead of 1000 m as per Technical Specification Clause 202.

Removiing all types of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of Masanry work as per Technical specification clause 202

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.

ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.

ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab

Providing Weepholes in brick masory/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

Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.

Construction of 1.5m Span RCC slab culvert at Ch 1925 M

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork,includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunerviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000masper Technical Specification Clause 202

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurescomprisingofbrickmasonry,includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000 m as per Technical Specification Clause 202.

Removiing all types of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of Masanry work as per Technical specification clause 202

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with Msand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.

ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.

ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab

Providing Weepholes in brick masory/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

Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.

Construction of 1.5m Span RCC slab culvert at Ch 2953 M

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork,includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunerviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000masper Technical Specification Clause 202

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurescomprisingofbrickmasonry,includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000 m as per Technical Specification Clause 202.

Removiing all types of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of Masanry work as per Technical specification clause 202

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with Msand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using 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

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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)

Cement concrete 1:2:4 mix using 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 (20mm metal)

Cement concrete 1:1.5:3 mix using 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)

SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.

ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.

ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab

Providing Weepholes in brick masory/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

Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.

Construction of 30m Wearing Coat Ch 3320m

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 Clau

Construction of Retaining wall

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Supplying and Filling foundation and basement with filling M sand in layers not more than 15cm . Thick well ramed, watered and

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Cement concrete 1:2.5:5 mix using 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.

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Cement concrete 1:2:4 mix using 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)

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Cement concrete 1:2:4 mix using 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)

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100mm 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

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Filter media behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Ch.2276 - 2317 (Right Side)

Ch.2717 - 2779 (Left Side)

Ch.4900 - 4960 (Both Side)

Ch.4960 - 5015 (Both Side)

Routine maintenance after completion of Construction work

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)

E SURESH CONTRACTOR