Tiruvarur District - PMGSY III Batch- I 2023-24 Thiruthuraipoondi Block Road Work Package No- TN21 392

Amount

MRL31-Kothamangalam kadiyacheri -patchaikattalai vadi voikkal - Rajakothamangalam - Nunakadu -vuswanathapuram - link Road

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 150 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 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 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 embankment 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 fly ash obtained from industries 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 Fly Ash to improve CBR 7 to 9))

Supplying, testing and installation of 100 cm wide coir geotextiles ( H2M6)) 400 gm/sqm with mesh or net size of 20x20 mm. Coir should be laid with overlaps of 100 mm transversally and 300 mm longitudinally suitably stitched and duly secured to sub-grade by round head country nail of 150 mm length or bamboo/timber pegs at an interval of 750 mm as per direction of the Engineer-in-Charge. The rate is inclusive of all Govt. taxes, duties, cess as leviable but excluding transportation charges from a reputed coir Mill to the work site loading & unloading for storage of the material. (Payment of this item will be made on the basis of finished area of coir(no separate payment to be made for overlap area) {coir}

Construction of granular sub-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 capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III

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

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of closed-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 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 Clause 508.(Plastic Waste)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801

logo board

sign board

Citizen board

Name board

Maintanance board

Provision for kilometre stones

Provision for Hectametre stones

Construction of Pipe culvert @ Ch. 2/583,2/735,2/813,2/967,3/545,3/673,3/754,3/997,4/605,4/805,5/019,5/083,5/557.

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Pipe Culvert @ Ch. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

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. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

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.

Pipe Culvert @ Ch. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

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. (Below Sill)

Pipe Culvert @ Ch. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

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. (Above Sill)

Pipe Culvert @ Ch. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

Pipe Culvert @ Ch. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

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. 2/583,2/735,2/813,2/967

Pipe Culvert @ Ch. 3/545,3/673,3/754,3/997

Pipe Culvert @ Ch. 4/605,4/805

Pipe Culvert @ Ch. 5/019,5/083,5/557.

Construction of 1.5 m RCC Slab culvert @ Ch.3/432,4/725,5/273

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch.3/432 Below sill

Culvert @ Ch.4/725 Below sill

Culvert @ Ch.5/273 Below sill

Culvert @ Ch.3/432 Above sill

Culvert @ Ch.4/725 Above sill

Culvert @ Ch.5/273 Above sill

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

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.

Culvert @ Ch. 3/432

Culvert @ Ch. 4/725

Culvert @ Ch. 5/273

Construction of 2.0 m RCC Slab culvert @ Ch.2/471,3/080

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch.2/471 Below sill

Culvert @ Ch.3/080 Below sill

Culvert @ Ch.2/471 Above sill

Culvert @ Ch.3/080 Above sill

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

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.

Culvert @ Ch. 2/471

Culvert @ Ch. 3/080

Construction of 6.0 m RCC Slab culvert @ Ch.4/242,4/263

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch.4/242,4/263 Below sill

Culvert @ Ch.4/242,4/263 Above sill

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.

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch.4/242,4/263

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 4/242,4/263

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

Culvert @ Ch. 4/242,4/263

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

Culvert @ Ch. 4/242,4/263

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.

Culvert @ Ch. 4/242,4/263

Construction of Protective work @ Km. 1/875,3/950,5/273

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 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.

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 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.

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 LHS

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. (Below Sill)

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 LHS

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. (Above Sill)

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 LHS

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, 709,1024.3.7

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 LHS

Providing and fixing 6mm bitumen felt for expansion joint between dirtwall & Deck slab

Km. 1/875 LHS

Km 3/950 LHS

Km 5/273 LHS

Dismantling Existing CD works @

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.

Foundation & body wall

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.

body wall

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.

Deck slab

Removing all types of hume pipes and stacking within a lead of 1000m including earthwork and dismanttling of masonry woks as per technical specification clause 202.

Body wall,Parapet wall Concrete @ Km.

Body wall,Parapet wall Concrete @ Km.

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 IRC-SP-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 cpmpletion 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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