Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date25 Oct 2018
Closing Date31 Oct 2018
Tender Amount₹ 1,87,08,000 
Notes
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Costs

Summary

Construction And Maintenance Of Road

Description

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BOQ Items

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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

807.5

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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 and 1203 including loading, unloading and haulage of material complete.

95

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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 PCC M-15 Grade including loading, unloading and haulage of material complete.

356.25

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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 RCC M-25 Grade(Approach Slabs).including loading, unloading and haulage of material complete.

11.25

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Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including loading, unloading and haulage of material complete.

0.9

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PART (C) Construction of Pavement

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Compacting original ground supporting sub grade. Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of tables 3001.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2

3505.5

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including loading, unloading and haulage of material complete.

3204

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WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug miller), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading & maintenance of diversion, etc as per tables 400.11 & 400.12 & technical specification clause 406

801

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Prime Coat: 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. (Low Porosity )including loading, unloading and haulage of material complete.

10680

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Bituminous Macadam : Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. )including loading, unloading and haulage of material complete.

534

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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surfaces cleaned with hydraulic broom as per technical specifivations clause 503

10680

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20mm thick OGPC: 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.(By Mechanical Means) Bitumen S-90 )including loading, unloading and haulage of material complete.

10680

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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (By Manual Means) )including loading, unloading and haulage of material complete.

10680

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Earthen Shoulder: Construction of earthen shoulders with approved material obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meat requirement of tables 300.2 with lead upto 1000m as per Technical Specification clause 303.1 )including loading, unloading and haulage of material complete.

1675

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Part D:-Road Furniture

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Providing & fixing PMGSY Information sign board with logo as per drawings & technical specifications as per drawing clause 1701 and annexure 1700.1. (Item No 10.16, . of SOR )

2

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Painting lines,dashes,arrows,etc.on roads in two coats on new work with ready mixed Road marking paint conforming to IS:164 on bituminous/concrete surface,including cleaning the surface of all dirt,dust and other foreign matter,demarcation at site and traffic control as per drawing and technical specifications Clause 1702. (Item No 10.8. of SOR )

125

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Maintenance cost of ist years

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151852.04

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Maintenance cost of 2nd years

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227778.06

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Maintenance cost of 3rd years

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303704.07

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Maintenance cost of 4th years

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379630.09

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Maintenance cost of 5th years

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455556.11

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The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

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