Up gradation of 1 road in Thuraiyur Block under PMGSY III 2021-22 Batch I in Tiruchirappalli District Package No.TN22184.

Amount

MRL28 MTA Road to Kanapadi Road Via ottampatti Narasingapuram Km. 2/600 - 5/385 & 5/600 -8/600 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)'Km : 2/600 - 5/385 & 5/600 -8/600

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.'Km : 2/600 - 5/385 & 5/600 -8/600

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5'Km. 2/600 - 3/0

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)'Km. 2/600 - 3/0

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Grading II)'Km. 2/600 - 3/0

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Grading III)'Km. 2/600 - 3/0

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'Km. 2/600 - 3/0

Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical meansNominal chipping size 13.2mm 'Km. 2/600 - 3/0

Nominal chipping size 13.2mm 'Km. 2/600 - 3/0

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.'Km. 2/600 - 3/0

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.Pipe culvert at : 5094, 5340,6680 Removal of Pipes

Removal of Body wall

Cut Stone Slab at : 7875 Removal of Deck, Abutment & Wings

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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. 1.5mCulvert @ Ch. 5094, 5340,

1.5mCulvert @ Ch. 6680, ,

1.5mCulvert @ Ch. 7875, ,

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.Pipe culvert at : 4640 Removal of Pipes

Removal of Body wall

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. 2.0m Culvert @ Ch. 4640,,

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. 2.0m Culvert @ Ch. 4640,,

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 including centering and shuttering. 2.0m Culvert @ Ch. 4640,,

Cement concrete 1 : 2 : 4 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 directedFor Footings as 4% Rate for Centering Works 2.0m Culvert @ Ch. 4640,,

Cement concrete 1 : 2 : 4 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 directedFor Stem as10% Rate for Centering Works 2.0m Culvert @ Ch. 4640,,

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. 2.0m Culvert @ Ch. 4640,,

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. 2.0m Culvert @ Ch. 4640,,

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. 2.0m Culvert @ Ch. 4640,,

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 2.0m Culvert @ Ch. 4640,,

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 2.0m Culvert @ Ch. 4640,,

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 2.0m Culvert @ Ch. 4640,,

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. 2.0m Culvert @ Ch. 4640,,

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.Slab culvert at : 7645 Removal of Deck

Removal of Abutment & Wings

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. 5.0m Culvert @ Ch. 7645,,

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. 5.0m Culvert @ Ch. 7645,,

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 including centering and shuttering. 5.0m Culvert @ Ch. 7645,,

Cement concrete 1 : 2 : 4 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 For Footings as 4% Rate for Centering Works 5.0m Culvert @ Ch. 7645,,

Cement concrete 1 : 2 : 4 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 For Stem as10% Rate for Centering Works 5.0m Culvert @ Ch. 7645,,

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 including centering and shuttering. 5.0m Culvert @ Ch. 7645,,

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. 5.0m Culvert @ Ch. 7645,,

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 5.0m Culvert @ Ch. 7645,,

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 5.0m Culvert @ Ch. 7645,,

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 5.0m Culvert @ Ch. 7645,,

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. 5.0m Culvert @ Ch. 7645,,

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.Side drains@ Km.4920 - 5000 (RHS)

Side drains@ Km.5000 - 5340 (LHS)

Side drains@ Km.5060 - 5200 (LHS)

Side drains@ Km.5240 - 5340 (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.Side drains@ Km.4920 - 5000 (RHS)

Side drains@ Km.5000 - 5340 (LHS)

Side drains@ Km.5060 - 5200 (LHS)

Side drains@ Km.5240 - 5340 (LHS)

Plastering with cement mortar (1:4), 20 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 Side drains@ Km.4920 - 5000 (RHS)

Side drains@ Km.5000 - 5340 (LHS)

Side drains@ Km.5060 - 5200 (LHS)

Side drains@ Km.5240 - 5340 (LHS)

Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement using New Stones including necessary provision for Bond stones with simultaneous flush pointing with the same mortar above ground level complying with standard specifications.Side drains@ Km.4920 - 5000 (RHS)

Side drains@ Km.5000 - 5340 (LHS)

Side drains@ Km.5060 - 5200 (LHS)

Side drains@ Km.5240 - 5340 (LHS)

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.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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 WorksProtective works@ Ch.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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 WorksProtective works@ Ch.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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 drawingProtective works@ Ch.2873 - 2946 LHS(1.2)

Protective works@ Ch.4750 - 4850 LHS(1.8)

Protective works@ Ch.6540 - 6560 RHS(2.0)

Protective works@ Ch.6975 - 7000 LHS(1.5)

Protective works@ Ch.7000 - 7045 LHS(1.5)

Protective works@ Ch.7820 - 7845 RHS(1.5)

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.7080 - 7120 RHS

Protective works@ Ch.7335 - 7360 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.7080 - 7120 RHS

Protective works@ Ch.7335 - 7360 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.7080 - 7120 RHS

Protective works@ Ch.7335 - 7360 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 WorksProtective works@ Ch.7080 - 7120 RHS

Protective works@ Ch.7335 - 7360 RHS

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 Mandatory Sign Board

Provision for Reflector

Provision for Citizen Board

Provision for MaintanenceBoard

Provision for KM Stone

Provision for HM 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)

P.Jaisankar