T17-NH210 to nanniyur via veezhimar,pidaranendhal

Amount

T17-NH210 to nanniyur via veezhimar, pidaranendhal

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.

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

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 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.

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, laying and rolling of Open-graded premix surfacing material of 20 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

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. (ii) Bitumen (S-65)

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 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

Total for Road Works

Construction of 1.5 m SPAN RCC Slab culvert at ch 2620 2780 3000 3420 6615

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 : 2620, 2780, 3000, 3420, 6615

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.

1.5mCulvert @ Ch. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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

1.5mCulvert @ Ch. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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

1.5mCulvert @ Ch. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

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. 2620, 2780,

1.5mCulvert @ Ch. 3000, 3420,

1.5mCulvert @ Ch. 6615, ,

Construction of Single Row Pipe culvert at ch 150, 230, 560, 890, 1095, 1650, 3650, 5035

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 : 150, 230, 560, 890, 1095, 1650, 3650, 5035

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.

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

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.

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

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.

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

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

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

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

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

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.

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

Providing and Laying reinforced Cement Concrete pipe NP3 for Culverts on first bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets

Pipe Culvert@ Ch. 150, 230, 560 890

Pipe Culvert @ Ch. 1095, 1650,

Pipe Culvert @ Ch. 3650, ,

Pipe Culvert @ Ch. 5035, ,

Construction of 3.0 m SPAN RCC Slab culvert at ch 6110

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 : 6110

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.

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

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

3.0m Culvert @ Ch. 6110,,

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

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

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

3.0m Culvert @ Ch. 6110,,

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

3.0m Culvert @ Ch. 6110,,

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

3.0m Culvert @ Ch. 6110,,

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.

3.0m Culvert @ Ch. 6110,,

Construction of Toe wall 110 270 215 300 183 61 250 190 metres at ch 890 1000 1785 2000 2817 3000 4090 4430 Respectively

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.890 - 1000 RHS

Protective works@ Ch.1000 - 1270 RHS

Protective works@ Ch.1785 - 2000 RHS

Protective works@ Ch.2000 - 2300 RHS

Protective works@ Ch.2817 - 3000 RHS

Protective works@ Ch.3000 - 3061 RHS

Protective works@ Ch.4090 - 4340 RHS

Protective works@ Ch.4430 - 4620 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.890 - 1000 RHS

Protective works@ Ch.1000 - 1270 RHS

Protective works@ Ch.1785 - 2000 RHS

Protective works@ Ch.2000 - 2300 RHS

Protective works@ Ch.2817 - 3000 RHS

Protective works@ Ch.3000 - 3061 RHS

Protective works@ Ch.4090 - 4340 RHS

Protective works@ Ch.4430 - 4620 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.890 - 1000 RHS

Protective works@ Ch.1000 - 1270 RHS

Protective works@ Ch.1785 - 2000 RHS

Protective works@ Ch.2000 - 2300 RHS

Protective works@ Ch.2817 - 3000 RHS

Protective works@ Ch.3000 - 3061 RHS

Protective works@ Ch.4090 - 4340 RHS

Protective works@ Ch.4430 - 4620 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.890 - 1000 RHS

Protective works@ Ch.1000 - 1270 RHS

Protective works@ Ch.1785 - 2000 RHS

Protective works@ Ch.2000 - 2300 RHS

Protective works@ Ch.2817 - 3000 RHS

Protective works@ Ch.3000 - 3061 RHS

Protective works@ Ch.4090 - 4340 RHS

Protective works@ Ch.4430 - 4620 RHS

Maintenance of the road

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)

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