Salem District - Valapadi Block - MRL11-Rajapattinam to (via kolathukombai) Pallathanur CN Palayam Road at PMGSY III 2023-2024 - Batch - I TN15-250.

Amount

1) MRL 11 - Rajapattinam to via kolathukombai pallathanur CN Palayam road(via) Kolathukombai Km 0/0-2/85

Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD 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.

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 using tractor 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 layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring 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 100 KN weight to achieve the desired density inculding lighting.

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 MORD Technical Specification Clause 502

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 502.

Mix Seal Surfacing with Platic Waste Providing, laying and rolling of close-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

Provision of 15 nos rumble strips with covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w hile strips of road making paint.

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Providing and fixing of Logo Board as per standard drawings

Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause

Reinforced cement concrete M15 grade Hecta metre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause

60 cm Equilateral triangle cautionary sign board

90cm Equilateral Triangle Cautionary Sign Board

Information Board

Maintenance Board

Name Board

1.A) Construction of 3.00m span RCC Slab Culvert at Ch 250m

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)

Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications

Providing and fixing tar paper for bearing

Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD

1.B) Poviding For Wearing Coat @ Ch 970m

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawin

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1202 M20 M20 (1:2:4)

1.C) Construction of 1.50m span RCC Slab Culvert at Ch 1280m

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)

Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications

Providing and fixing tar paper for bearing

Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD

Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height

Removal of cut stone

1.D) Repair Work of Culvert @ Ch 1300m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Below sill

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

1.E) Construction of 1.50m span RCC Slab Culvert at Ch 2490m

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below sill

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above sill

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications

Providing and fixing tar paper for bearing

Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD

Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height

Removing all types of Hume pipe and stacking within lead of 1000m in cluding earth work and dismantling of masonry works as per Technical specification Clause

1.F) Construction of 1.50m span RCC Slab Culvert at Ch 2620m

Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal 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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above sill

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)

Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications

Providing and fixing tar paper for bearing

Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD

Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height

Removal of cut stone

1.G) Construction of Protection Wall Km 0/0-1/0

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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M15 (1:2.5:5)

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Below sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Above Sill

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification

1.H) Construction of Protection Wall Km 1/0-2/0

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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M15 (1:2.5:5)

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Below sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Abovesill

1.I) Construction of Protection Wall Km 2/0-2/850

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.

Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M15 (1:2.5:5)

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Below sill

Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Above sill

Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

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)

R Subramanian