TN15-201-PMGSY III 2021-2022 BATCH -I - 01 ROAD AT THALAIVASAL BLOCK IN- SALEM DISTRICT

Amount

MRL 21 S.U Road to Manivilundhan south pudhur via manivilundhan north pudhur to kattukottai Km. 1/600 - 5/900

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 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

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 Open-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.

Providing, laying and rolling of Open-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. Using Plastic Waste

Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Provision for Rumble Strips With Premix Bituminous Carpet Provision of 15 nos.rumble strips covered with premix bituminous carpet,15-20mm high at center , 250mm wide placed at 1m center-to-center approved locations to control speed,Rumble strips = 3 x 3.75 x 0.25 = 2.81

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and Laying of Hot applied thermoplastic Compound 2.50mm thick including refectorising glass beads @ 250 gms per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC:35

Providing and Fixing Logo of PMGSY Project

Providing and Fixing Name Board of PMGSY Project

Providing and Fixing Citizen Information Board of PMGSY Project

Providing and Fixing Maintanence Information Board of PMGSY Project

60cm Equilateral triangle cautionary sign board

60cm Circular (Mandatory) Sign Board

Chevron Signs 90cm Octagon (Curves)

Reflector

Kilometre Stone: RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing , etc as per drawing and technical Specification clause 1703.

Ordinary Kilometer stone (precast)

200m Stone (precast)

Guard Stone

1.A.Construction of 1.50m Span Culvert @ 4400 m

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.

Culvert @ 4400 m

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Culvert @ 4400 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)

Culvert @ 4400 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20

Below Sill - Culvert @ 4400 m

Above Sill - Culvert @ 4400 m

Deck Slab - Culvert @ 4400 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25

Culvert @ 4400 m

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 @ 4400 m

Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification

Culvert @ 4400 m

Providing Fixing Tar Paper for bearing between bed block & Deck slab

Culvert @ 4400 m

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 @ 4400 m

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

Culvert @ 4400 m

1.B.Construction of 1.50m Span Culvert @ 5880 m

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.

Culvert @ 5880 m

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Culvert @ 5880 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)

Culvert @ 5880 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20

Below Sill - Culvert @ 5880 m

Above Sill - Culvert @ 5880 m

Deck Slab - Culvert @ 5880 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25

Culvert @ 5880 m

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 @ 5880 m

Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification

Culvert @ 5880 m

Providing Fixing Tar Paper for bearing between bed block & Deck slab

Culvert @ 5880 m

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 @ 5880 m

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

Culvert @ 5880 m

1.C.Protective Wall Km 3/700 - 3/750 LHS

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.

Km 3/700 - 3/750 LHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 3/700 - 3/750 LHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 3/700 - 3/750 LHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 3/700 - 3/750 LHS

Above Sill Level - Km 3/700 - 3/750 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, 1204.3.7

Km 3/700 - 3/750 LHS

1.D.Protective Wall Km 3/800 - 3/970 RHS

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.

Km 3/800 - 3/970 RHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 3/800 - 3/970 RHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 3/800 - 3/970 RHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 3/800 - 3/970 RHS

Above Sill Level - Km 3/800 - 3/970 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, 1204.3.7

Km 3/800 - 3/970 RHS

1.E.Protective Wall Km 4/050 - 4/080 RHS

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.

Km 4/050 - 4/080 RHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 4/050 - 4/080 RHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 4/050 - 4/080 RHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 4/050 - 4/080 RHS

Above Sill Level - Km 4/050 - 4/080 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, 1204.3.7

Km 4/050 - 4/080 RHS

1.G.Protective Wall Km 4/300 - 4/350 LHS

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.

Km 4/300 - 4/350 LHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 4/300 - 4/350 LHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 4/300 - 4/350 LHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 4/300 - 4/350 LHS

Above Sill Level - Km 4/300 - 4/350 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, 1204.3.7

Km 4/300 - 4/350 LHS

1.H.Protective Wall Km 4/800 - 4/900 LHS

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.

Km 4/800 - 4/900 LHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 4/800 - 4/900 LHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 4/800 - 4/900 LHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 4/800 - 4/900 LHS

Above Sill Level - Km 4/800 - 4/900 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, 1204.3.7

Km 4/800 - 4/900 LHS

1.I.Protective Wall Km 4/100 - 4/200 LHS

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.

Km 4/100 - 4/200 LHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 4/100 - 4/200 LHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 4/100 - 4/200 LHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 4/100 - 4/200 LHS

Above Sill Level - Km 4/100 - 4/200 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, 1204.3.7

Km 4/100 - 4/200 LHS

1.J.Protective Wall Km 5/250 - 5/270 LHS

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.

Km 5/250 - 5/270 LHS

Supplying and Filling foundation and basement with filling sand in layer not more than 15cm thick well ramed , watered and compacted Complete complying with standard specification.

Km 5/250 - 5/270 LHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 5/250 - 5/270 LHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Below Sill Level - Km 5/250 - 5/270 LHS

Above Sill Level - Km 5/250 - 5/270 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, 1204.3.7

Km 5/250 - 5/270 LHS

1.K. Side Drain Km 1/750 to 1/780 RHS

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.

Km 1/750 to 1/780 RHS

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 1/750 to 1/780 RHS

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for all PCC works including cost and conveyance of all materials to work site from approved quarry including cost of cement which will be supplied departmentally including all labour for mixing laying etc Complete

Km 1/750 to 1/780 RHS

Gravel Filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete compling with standard specification and as directed by the departmental officer.,

Km 1/750 to 1/780 RHS

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)

AR Constructions