TN15-204-PMGSY III 2021-2022 BATCH -I - 01 ROAD AT THALAIVASAL BLOCK IN- SALEM DISTRICT

Amount

MRL 27 - Govindampalayam to Pallipalayam Pudupalayam (Via) Puliyankurichi Road Km 0/0 - 5/440

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 Cluase 301.4

Construction of embankment using tractor with grader 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 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 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 laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical means

Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical means

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

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

60cm Equilateral triangle cautionary sign board

60CM Circular (Mandatory) Sign Board

Reflector

6cm Circular (Mandatory) Sign Board

Providing and Fixing Citizen Information Board of PMGSY Project

Providing and Fixing Maintanence Information Board of PMGSY Project

Providing and Fixing Name Board of PMGSY Project

1.A.Construction of 1.50m Span Culvert @ 3300 m

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.

Culvert @ 3300m

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ 3300m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ 3420 m

Pipe Culvert @ 3300 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 @ 3300 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 specifications

Culvert @ 3300 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 @ 3300 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 @ 3300 m

Above Sill - Culvert @ 3300 m

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

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 @ 3300 m

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

Culvert @ 3300 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 @ 3300 m

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

Culvert @ 3300 m

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

Culvert @ 3300 m

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

Culvert @ 3300 m

1.B.Construction of 1.50m Span Culvert @ 3420 m

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.

Culvert @ 3420m

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ 3420m

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 @ 3420 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 specifications

Culvert @ 3420 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 @ 3420 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 @ 3420 m

Above Sill - Culvert @ 3420 m

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

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 @ 3420 m

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

Culvert @ 3420 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 @ 3420 m

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

Culvert @ 3420 m

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

Culvert @ 3420 m

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

Culvert @ 3420 m

1.C.Construction of 1.50m Span Culvert @ 5430 m

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.

Culvert @ 5430m

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ 5430m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Pipe Culvert @ 5430m

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 @ 5430m

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 specifications

Culvert @ 5430m

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 @ 5430m

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 @ 5430m

Above Sill - Culvert @ 5430m

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

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 @ 5430m

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

Culvert @ 5430m

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 @ 5430m

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

Culvert @ 5430m

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

Culvert @ 5430m

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

Culvert @ 5430m

1.D.Construction of Protective Works 0/0 - 1/0

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.

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 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 specifications

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 LHS

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)

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 LHS

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

Below Ground Level

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 LHS

Above Ground Level

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 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

Protective WorksKm 0/0 to 0/095 LHS

Protective WorksKm 0/300 to 0/360 LHS

1.E.Construction of Protective Works 1/0 - 2/0

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.

Protective WorksKm 1/910 to 1/960 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 specifications

Protective WorksKm 1/910 to 1/960 RHS

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)

Protective WorksKm 1/910 to 1/960 RHS

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

Below Ground Level

Protective WorksKm 1/910 to 1/960 RHS

Above Ground Level

Protective WorksKm 1/910 to 1/960 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

Protective WorksKm 1/910 to 1/960 RHS

1.F.Construction of Protective Works 2/0 - 3/0

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.

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 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 specifications

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 RHS

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)

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 RHS

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

Below Ground Level

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 RHS

Above Ground Level

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 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

Protective Works Km 2/310 to 2/340 RHS

Protective WorksKm 2/550 to 2/610 RHS

1.G.Construction of Protective Works 3/0 - 4/0

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.

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 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 specifications

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 RHS

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)

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 RHS

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

Below Ground Level

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 RHS

Above Ground Level

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 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

Protective Works Km 3/110 to 3/140 RHS

Protective Works Km 3/900 to 3/940 RHS

1.H.Construction of Protective Works 4/0 - 5/0

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.

Protective Works Km 4/910 to 4/960 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 specifications

Protective Works Km 4/910 to 4/960 RHS

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)

Protective Works Km 4/910 to 4/960 RHS

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

Below Ground Level

Protective Works Km 4/910 to 4/960 RHS

Above Ground Level

Protective Works Km 4/910 to 4/960 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

Protective Works Km 4/910 to 4/960 RHS

1.I.Construction of Protective Works 5/0 - 5/440

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.

Protective Works Km 5/240 to 5/265

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 specifications

Protective Works Km 5/240 to 5/265

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)

Protective Works Km 4/910 to 4/960 RHS

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

Below Ground Level

Protective Works Km 5/240 to 5/265

Above Ground Level

Protective Works Km 5/240 to 5/265

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

Protective Works Km 5/240 to 5/265

1.F.Construction of Hard bed Km 1/050

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.

Hard bed @ 1050 m

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 (Construction of Embankment using dozer with Material Obtained from Roadway Cutting)(Filling with Cut Earth)

Hard bed @ 1050 m

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 401 Grading III

Hard bed @ 1050 m

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

Hard bed @ 1050 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)

Hard bed @ 1050 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 - Hard bed @ 1050 m

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 drawing and Technical Specification Clause 1501

Hard bed @ 1050 m

1.N.Construction of Hard bed Km 5/290

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.

Hard bed @ 5290 m

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 (Construction of Embankment using dozer with Material Obtained from Roadway Cutting)(Filling with Cut Earth)

Hard bed @ 5290 m

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 401 Grading III

Hard bed @ 5290 m

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

Hard bed @ 5290 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)

Hard bed @ 5290 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 - Hard bed @ 5290 m

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

Hard bed @ 5290 m

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)

Om Muruga Constructions