T05-Kallal dvk road to kallangudi road via velayuthapattinam,veerai

Amount

T05-Kallal dvk road to kallangudi road via velayuthapattinam,veerai

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.

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 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

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 subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using stone dust obtained from quarry 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.( subgrade using stone dust to improve CBR 7 to 9))

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 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)

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)

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 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 means

Nominal chipping size 13.2mm

Nominal chipping size 9.5mm

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 Single Row Pipe culvert at ch 3490, 3630, 3740, 4055, 6920, 7190

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.

Removal Of Pipes 3490,3630,3740,4055,6920,7190

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Removal Of Body Wall 3490

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.

Pipe Culvert@ Ch. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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.

Pipe Culvert@ Ch. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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.

Pipe Culvert@ Ch. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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.

Pipe Culvert@ Ch. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

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. 3490, 3630, 3740

Pipe Culvert @ Ch. 4055, ,

Pipe Culvert @ Ch. 6920, ,

Pipe Culvert @ Ch. 7190, ,

Construction of 3.0 m SPAN RCC Slab culvert at ch 3010 6300

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 : 3010, 6300

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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

3.0m Culvert @ Ch. 3010,,

3.0m Culvert @ Ch. 6300,,

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

3.0m Culvert @ Ch. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

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. 3010,,

3.0m Culvert @ Ch. 6300,,

Construction of Retaining wall at ch,5017,5330,6332.

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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 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.5017 - 5047 LHS

Protective works@ Ch.5330 - 5370 RHS

Protective works@ Ch.6332 - 6372 RHS

Name of Sub Work: Construction of Toe wall 400 400 15 170 75 350 250 metres at ch 4130 4575 5000 5196 5497 5600 6000 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.4130 - 4530 LHS

Protective works@ Ch.4575 - 4975 LHS

Protective works@ Ch.5000 - 5015 LHS

Protective works@ Ch.5196 - 5366 LHS

Protective works@ Ch.5497 - 5572 LHS

Protective works@ Ch.5600 - 5950 LHS

Protective works@ Ch.6000 - 6250 LHS

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

Protective works@ Ch.4130 - 4530 LHS

Protective works@ Ch.4575 - 4975 LHS

Protective works@ Ch.5000 - 5015 LHS

Protective works@ Ch.5196 - 5366 LHS

Protective works@ Ch.5497 - 5572 LHS

Protective works@ Ch.5600 - 5950 LHS

Protective works@ Ch.6000 - 6250 LHS

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

Protective works@ Ch.4130 - 4530 LHS

Protective works@ Ch.4575 - 4975 LHS

Protective works@ Ch.5000 - 5015 LHS

Protective works@ Ch.5196 - 5366 LHS

Protective works@ Ch.5497 - 5572 LHS

Protective works@ Ch.5600 - 5950 LHS

Protective works@ Ch.6000 - 6250 LHS

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.4130 - 4530 LHS

Protective works@ Ch.4575 - 4975 LHS

Protective works@ Ch.5000 - 5015 LHS

Protective works@ Ch.5196 - 5366 LHS

Protective works@ Ch.5497 - 5572 LHS

Protective works@ Ch.5600 - 5950 LHS

Protective works@ Ch.6000 - 6250 LHS

Name of Sub Work: Construction of Paver Road 218 ,130 , , , m, at ch 3782 - 4000 ,4000 - 4130,,,

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.

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

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.

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

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.

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

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.

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

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.

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(Grade M40) for traffic 100-250

Core Wall @ Ch. 3782 - 4000

Core Wall @ Ch. 4000 - 4130

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)

B UDHAYAKUMAR