Strengthening Upgradation of Roads under Pradhan Mantri Gram Sadak Yojana III 2023-24 Batch I including Maintenance TN05-155 Kodaikanal- Dindigul District

Amount

Upgradation of MRL - 03 Anna Ramasamy Nagar to Perumballam Road Km. 0/0 - 4/390 Estimate Amount Rs.464.76 Lakhs

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Scarifying the Existing Bituminous road surface to a depth of 100 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 lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3 (Cutting).)

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.( 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)

Construction of Gravel/Soil-aggregate Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB).

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

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 Using (WASTE PLASTIC)

Providing and applying Prime 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 mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [MIX SEAL SURFACING USING WASTE PLASTIC]

Sub Estimate for CC Pavement

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(WMM)

CC Pavement @ Ch. 840 - 1000

CC Pavement @ Ch. 1000 - 1465

CC Pavement @ Ch. 1650 - 1710

CC Pavement @ Ch. 2950 - 3000

CC Pavement @ Ch. 3000 - 3140

CC Pavement @ Ch. 3850 - 4000

CC Pavement @ Ch. 4000 - 4015

CC Pavement @ Ch. 4075 - 4290

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.

CC Pavement @ Ch. 840 - 1000

CC Pavement @ Ch. 1000 - 1465

CC Pavement @ Ch. 1650 - 1710

CC Pavement @ Ch. 2950 - 3000

CC Pavement @ Ch. 3000 - 3140

CC Pavement @ Ch. 3850 - 4000

CC Pavement @ Ch. 4000 - 4015

CC Pavement @ Ch. 4075 - 4290

Sub Estimate 1.50m Slab Culvert @ Ch 4120m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

1.5M Culvert @ Ch 4120m

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.

1.5M Culvert @ Ch 4120m

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

1.5M Culvert @ Ch 4120m

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

1.5M Culvert @ Ch 4120m

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

1.5M Culvert @ Ch 4120m

Cement concrete 1 : 2 : 4 mix using 20mm 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.

1.5M Culvert @ Ch 4120m

Cement concrete 1:1.5:3 using 20mm ISS 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.

1.5M Culvert @ Ch 4120m

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.

1.5M Culvert @ Ch 4120m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

1.5M Culvert @ Ch 4120m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

1.5M Culvert @ Ch 4120m

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

1.5M Culvert @ Ch 4120m

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.

1.5M Culvert @ Ch 4120m

Retaining wall @ Ch 2720 - 2770m RHS

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Protective works @ Ch 2720 - 2770m RHS

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 2720 - 2770m RHS

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 2720 - 2770m RHS

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works

Protective works @ Ch 2720 - 2770m RHS

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works

Protective works @ Ch 2720 - 2770m RHS

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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

Protective works @ Ch 2720 - 2770m RHS

Sub Estimate for 1.50m Culvert 300,380,470,1230,2030,2300,2420,2820,3150 and 3920m.

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.

Removel of Pipes 300 m

Removel of Body wall 300m

Removel of Pipes 380 m

Removel of Body wall 380m

Removel of Pipes 470 m

Removel of Body wall 470m

Removel of Pipes 1230 m

Removel of Body wall 1230m

Removel of Pipes 2030 m

Removel of Body wall 2030m

Removel of Pipes 2300 m

Removel of Body wall 2300m

Removel of Pipes 2420 m

Removel of Body wall 2420m

Removel of Pipes 2820 m

Removel of Body wall 2820m

Removel of Pipes 3150 m

Removel of Body wall 3150m

Removel of Pipes 3920 m

Removel of Body wall 3920m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

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.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

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

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Cement concrete 1 : 2 : 4 mix using 20mm 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.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Cement concrete 1:1.5:3 using 20mm ISS 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.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

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.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

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

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

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.

1.5M Culvert @ Ch 300m

1.5M Culvert @ Ch 380m

1.5M Culvert @ Ch 470m

1.5M Culvert @ Ch 1230m

1.5M Culvert @ Ch 2030m

1.5M Culvert @ Ch 2300m

1.5M Culvert @ Ch 2420m

1.5M Culvert @ Ch 2820m

1.5M Culvert @ Ch 3150m

1.5M Culvert @ Ch 3920m

Provision of 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.

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Road Marker/ Road stud with lens Reflector

Provision for Name Board

Provision for PMGSY Logo Board

Provision for Sign Board (1 curve =2Nos)

Provision for Chevron Sign Octogan Board (90cm)

Provision for 60 cm Circle(Mandatory Sign Baoard)

Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker

Provision for Citizen Information Board

Provision for Maintenance Board

Provision for KM Stone

Provision for HM Stone

For the First six months 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 Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

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