Salem District - Pethanaickenpalayam Block - MRL03-Pagudupattu- Kariyakovil Road to Kerangadu via Mudavankovil,Kunnur Adiyanur at PMGSY III 2023-2024 - Batch - I TN15-233

Amount

1) MRL-03 - Pagudupattu -Kariyakoil Road To Kerangadu ( via) Mudavankoil,Kunnur, Adiyanur Km 0/0-17/2

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 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 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.

Bituminous Macadam (Thickness - 50 mm) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous 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.

Mix Seal Surfacing with Plastic waste Providing, laying and rolling of close-graded premix surfacing material of 25 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

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 Hard Bed @ Ch 3550m

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

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 M15

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 20 ( 1:2:4)

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 aggregate confirming to ISS .383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer including all other incidential charges etc., complete

1.b) Construction of 1.50m span RCC Slab Culvert at Ch 13340m

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.C) Construction of 1.50m span RCC Slab Culvert at Ch 13760m

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 9(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.D) Construction of 1.50m span RCC Slab Culvert at Ch 16117m

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.D) Construction of 1.50m span RCC Slab Culvert at Ch 16800m

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.E) Construction of 1.50m span RCC Slab Culvert at Ch 16640m

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

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 Protection Wall Km 12/0-13/0

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

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)

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.G) Construction of Protection Wall Km 14/0-15/0

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

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)

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 16/0-17/0

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

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)

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.I) Construction of Parapet Wall Km 4/0-5/0 & 10/0-11/0

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.J) Cell filled Concrete Km 1/0-2/0

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.K) Cell filled Concrete Km 2/0-3/0

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.L) Cell filled Concrete Km 3/0-4/0

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.M) Cell filled Concrete Km 6/0-7/0

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

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.N) Cell filled Concrete Km 13/0-14/0

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

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.O) Cell filled Concrete Km 15/0-16/0

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

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.P) Cell filled Concrete Km 16/0-17/0

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

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

1.Q) Cell filled Concrete Km 17/0-17/2

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

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification

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)

srmconstructions (BID ID -597257)