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Pradhan Mantri Gram Sadak Yojana Tender

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Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Salem, Tamil Nadu
Opening Date18 May 2024
Closing Date2 Aug 2024
Tender Amount₹ 1,96,11,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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.

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in Km 0/0-3/57

4499.5

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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)

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in Km 0/0-3/57

4907.8

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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)

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KM 0/0 - 1/0

336.52

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KM 1/0 - 2/0

336.52

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KM 2/0 - 3/0

337.5

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KM 3/0 - 3/57

192.38

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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%

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KM 0/0 - 0/1

74.53

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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

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KM 0/1 - 1/0

338.15

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KM 1/0 - 2/0

375.63

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KM 2/0 - 3/0

379.46

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KM 3/0 - 3/57

216.12

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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

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KM 0/0 - 1/0

3889.23

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KM 1/0 - 2/0

3767.22

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KM 2/0 - 3/0

3794.63

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KM 3/0 - 3/57

2161.22

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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.

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KM 0/0 - 1/0

3878.35

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KM 1/0 - 2/0

3760.57

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KM 2/0 - 3/0

3794.63

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KM 3/0 - 3/57

2161.22

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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.

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KM 0/0 - 1/0

3889.23

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KM 1/0 - 2/0

3767.22

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KM 2/0 - 3/0

3794.63

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KM 3/0 - 3/57

2161.22

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Construction of 1.50 m RCC Slab culvert @ Ch. 220

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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.

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Culvert @ Ch. Km :0/220

80.27

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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)

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Culvert @ Ch. Km :0/220

10.36

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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

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Culvert @ Ch. Km :0/220

54.2

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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

39.94

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

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Culvert @ Ch. Km :0/220

0.35

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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

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Culvert @ Ch. Km :0/220

3.31

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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

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Culvert @ Ch. Km :0/220

15

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

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Culvert @ Ch. Km :0/220

15

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

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Culvert @ Ch. Km :0/220

4.5

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

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Culvert @ Ch. Km :0/220

7.28

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

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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.

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Culvert @ Ch. Km :1/080

80.27

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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)

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Culvert @ Ch. Km :1/080

10.36

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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

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Below Sill

54.2

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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

39.94

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

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Culvert @ Ch. Km :1/080

0.35

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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

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Culvert @ Ch. Km :1/080

3.31

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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

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Culvert @ Ch. Km :1/080

15

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

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Culvert @ Ch. Km :1/080

15

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

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Culvert @ Ch. Km :1/080

4.5

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

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Culvert @ Ch. Km :1/080

7.28

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

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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.

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

50.7

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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)

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

15.6

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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)

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

29.7

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

60.75

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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

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

45

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

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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.

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

19.5

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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)

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

6

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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)

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

11.7

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

31

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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

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

20

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

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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.

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

74.1

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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)

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

22.8

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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)

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

44.1

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

107.88

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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

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

72

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

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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.

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

50.7

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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)

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

15.6

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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)

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

29.7

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

60.75

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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

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

45

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Providing and Fixing 'Logo' of PMGSY Project

3

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200 m stone (precast)

16

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Ordinary Kilometer Stone (Precast)

4

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60 Cm Circular ( Mandatory ) sign board Triangle

8

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Provision for Reflector

50

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Providing and Fixing 'Citizen information Board' of PMGSY Project

1

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Providing and Fixing 'Maintenance information Board' of PMGSY Project

1

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Providing and fixing Name board

1

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

714

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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

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For 1st Year

3.57

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For 2nd Year

3.57

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For 3rd Year

3.57

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For 4th Year

3.57

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For 5th Year

3.57

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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)

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