Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 84,25,000 
Notes
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Description

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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.(50 MM THICK)

9877.02

2340853

237

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

11271.73

135260

12

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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.(including tack coat)

11271.73

1578042

140

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510Specification Clause 503.

11271.73

721390

64

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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

1

9022

9022

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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914Specification Clause 503

18300

81252

4.44

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Excavationforroadworkinsoilwithhydraulicexcavatorof0.9cumbucketcapacityincludingcuttingandloadingintippers,trimmingbottomandsideslopes,inaccordancewithrequirementsoflines,gradesandcross-sections,andtransportingtotheembankmentlocationwithaliftupto1.5mand lead upto 1000 m as per Technical Specification Clause 302.3

2520

143640

57

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Constructionofsubgradeandearthenshoulderswithapprovedmaterialobtainedfromborrowpitswithallliftsandleads,transportingtosite,spreading,gradingtorequiredslopeandcompactingwithvibratoryrollertomeetrequirementofTable300.2withleadupto1000masperTechnicalSpecificationlause 303.1

136

67048

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Special Repairs of Road From Narodi Hulesthal Pangarvasti To Join SH 112 Road km 0/000 to 2/800

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

139.51

277056

1986

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

2664.36

37301

14

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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.(50 MM THICK)

2664.36

599481

225

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

6264.36

68907

11

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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.(including tack coat)

6264.36

883274

141

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510Specification Clause 503.

6264.36

432240

69

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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

1

9022

9022

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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914Specification Clause 503

4455

20047

4.5

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Excavationforroadworkinsoilwithhydraulicexcavatorof0.9cumbucketcapacityincludingcuttingandloadingintippers,trimmingbottomandsideslopes,inaccordancewithrequirementsoflines,gradesandcross-sections,andtransportingtotheembankmentlocationwithaliftupto1.5mand lead upto 1000 m as per Technical Specification Clause 302.3

5000

285000

57

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Constructionofsubgradeandearthenshoulderswithapprovedmaterialobtainedfromborrowpitswithallliftsandleads,transportingtosite,spreading,gradingtorequiredslopeandcompactingwithvibratoryrollertomeetrequirementofTable300.2withleadupto1000masperTechnicalSpecificationlause 303.1

1202.4

592783

493



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