Salem District - Valapady Block - MRL07-Thakkalpatty Rasimalai Road to Malayalapatty Manthakadu Road at PMGSY III 2023-2024 - Batch - I TN15-251

Amount

MRL - 07 THEKKALPATTY - RASIMALAI ROAD TO MALAYALAPATTY MANTHAKADU ROAD

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 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m 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, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density Cement 8%

Providing, Laying and Spreading Base Course on a prepared surface, including mixing of 50% 22.4 mm Down Aggregate, 50% Stone Dust and 2.5% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403

Mix Seal Surfacing (Normal) 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

Providing and applying primer coat with bitumen emulsion(water based) on prepared surface of stabilised granular base including cleaning of road surface and spraying primer at the rate of 0.9-1.2 kg/sqm using mechanical means m TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

Construction of 1.50 m RCC Slab culvert @ Ch. 220

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. Km :0/220

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. Km :0/220

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4) Below sill

Culvert @ Ch. Km :0/220

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4) Above sill

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Culvert @ Ch. Km :0/220

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :0/220

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :0/220

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

Culvert @ Ch. Km :0/220

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

Culvert @ Ch. Km :0/220

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Culvert @ Ch. Km :0/220

Construction of 1.50 m RCC Slab culvert @ Ch. 1/080

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. Km :1/080

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. Km :1/080

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4) Below sill

Below Sill

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4) Above sill

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Culvert @ Ch. Km :1/080

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :1/080

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :1/080

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

Culvert @ Ch. Km :1/080

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

Culvert @ Ch. Km :1/080

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Culvert @ Ch. Km :1/080

Construction of Retaining wall @ Ch. 0/690-0/750

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. Km :0/690-0/750

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. Km :0/690-0/750

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4)

Culvert @ Ch. Km :0/690-0/750 Below Sill

Culvert @ Ch. Km :0/690-0/750 Above Sill

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :0/690-0/750

Construction of Retaining wall @ Ch. 1/980-2/000

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. Km :1/980-2/000

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. Km :1/980-2/000

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4)

Culvert @ Ch. Km :1/980-2/000 Below Sill

Culvert @ Ch. Km :1/980-2/000 Above Sill

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :1/980-2/000

Construction of Retaining wall @ Ch. 2/0-3/0

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. 2/360-2/410 & 2/845-2/515

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. 2/360-2/410 & 2/845-2/515

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4)

Culvert @ Ch. 2/360-2/410 & 2/845-2/515 Below Sill

Culvert @ Ch. 2/360-2/410 & 2/845-2/515 Above Sill

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. 2/360-2/410 & 2/845-2/515

Construction of Retaining wall @ Ch. 3/0-3/570

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. Km :3/060-3/090&3/375-3/405

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)

Culvert @ Ch. Km :3/060-3/090&3/375-3/405

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4)

Culvert @ Ch. Km :3/060-3/090&3/375-3/405 Below Sill

Culvert @ Ch. Km :3/060-3/090&3/375-3/405 Above Sill

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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. Km :3/060-3/090&3/375-3/405

Providing and Fixing 'Logo' of PMGSY Project

200 m stone (precast)

Ordinary Kilometer Stone (Precast)

60 Cm Circular ( Mandatory ) sign board Triangle

Provision for Reflector

Providing and Fixing 'Citizen information Board' of PMGSY Project

Providing and Fixing 'Maintenance information Board' of PMGSY Project

Providing and fixing Name board

Road Marking with hot applied hermoplastic compound with Reflectorising Glass Beads on Bituminous surface

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)

SUDHAKAR