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 Date13 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 1,33,84,461 
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)

12197.08

2866313

235

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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

9951

119412

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)

9951

1383189

139

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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.

9951

636864

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

11100

49284

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

3050

173850

57

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Constructionofsubgradeandearthenshoulderswithapprovedmaterialobtainedfromborrowpitswithallliftsandleads,transportingtosite,spreading,gradingtorequiredslopeandcompactingwithvibratoryrollertomeetrequirementofTable300.2withleadupto1000masperTechnicalSpecificationlause 303.1

677.7

334106

493

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Special Repairs of Road From MDR 2 To Somatwadi Thakarwadi Road km 0/000 to 3/700

-

-

-

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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.

83.52

171383

2052

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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.

8372.08

117209

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)

8372.08

1942322

232

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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

5778

69336

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)

5778

797364

138

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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.

5778

369792

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

... More
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

7050

31302

4.44

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

2350

133950

57

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Constructionofsubgradeandearthenshoulderswithapprovedmaterialobtainedfromborrowpitswithallliftsandleads,transportingtosite,spreading,gradingtorequiredslopeandcompactingwithvibratoryrollertomeetrequirementofTable300.2withleadupto1000masperTechnicalSpecificationlause 303.1

1792.65

883776

493

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Special Repairs of Road From MDR 1 To Chinchechiwadi Road km 0/000 to 2/000, 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.

28.76

64968

2259

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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.

5625

78750

14

... More
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)

5625

1389375

247

... More
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

6099

67089

11

... More
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)

6099

872157

143

... More
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.

6099

390336

64

... More
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

... More
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

6000

26640

4.44

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

306

17442

57

... More
Constructionofsubgradeandearthenshoulderswithapprovedmaterialobtainedfromborrowpitswithallliftsandleads,transportingtosite,spreading,gradingtorequiredslopeandcompactingwithvibratoryrollertomeetrequirementofTable300.2withleadupto1000masperTechnicalSpecificationlause 303.1

130

64090

493



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