Tiruvarur District - PMGSY III Batch- I 2023-24 Tiruvarur Block Road Work Package No- TN21 398

Amount

Kunniyur Keelapalaiyur Melapalaiyur to Ovilkudi Veppathankudi Vanjur 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))

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. 2/485,2/930,3/050,3/155,3/340,3/500,3/562, 4/440,5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

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. 2/485,2/930

Pipe Culvert @ Ch. 3/050,3/155,3/340,3/500,3/562

Pipe Culvert @ Ch. 4/440

Pipe Culvert @ Ch. 5/400,5/985

Construction of 1.5 m RCC Slab culvert @ Ch.2/368,3/685,3/885,4/646,6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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.2/368 Below sill

Culvert @ Ch.3/685,3/885 Below sill

Culvert @ Ch.4/646 Below sill

Culvert @ Ch.6/192 Below sill

Culvert @ Ch.2/368 Above sill

Culvert @ Ch.3/685,3/885 Above sill

Culvert @ Ch.4/646 Above sill

Culvert @ Ch.6/192 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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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

Culvert @ Ch. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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

Culvert @ Ch. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

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. 2/368

Culvert @ Ch. 3/685,3/885

Culvert @ Ch. 4/464

Culvert @ Ch. 6/192

Construction of Protective work @ Km. 2/300 -2/610 L , 5/460 R

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. 2/300 - 2/610 LHS

Km 5/460 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.

Km. 2/300 - 2/610 LHS

Km 5/460 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.

Km. 2/300 - 2/610 LHS

Km 5/460 RHS

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. 2/300 - 2/610 LHS

Km 5/460 RHS

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. 2/300 - 2/610 LHS

Km 5/460 RHS

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. 2/300 - 2/610 LHS

Km 5/460 RHS

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

Km. 2/300 - 2/610 LHS

Km 5/460 RHS

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.

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)

S.KARTHIKEYAN