Constrction of Miner Bridge in Km. 2 of Malupura Vyashpura link road.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Sand filling in plinth including supply of necessary quantity of sand approved quarry from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.

Construction of granular sub-base (grading-1) by providing coarse 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 smooth wheel roller to achieve the desired density complete as per technical specification Clause 401.

Providing & Laying concrete for plain/reinforced concrete (M-10) in open foundations complete as per drawing and technical specifications clauses 802,803,1202 & 1203.

Providing & Laying concrete for plain/reinforced cement concrete (M-25) in Sub-structure complete as per drawing and technical specifications clauses 802,803,1202 & 1203.

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

Providing pressure relief 100 mm dia PVC pipes.SOR No. Ch 01(xxxii)

Providing and laying of Filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification Clause 1204.3.8

Construction of embankment with approved material deposited at site from Roadway cutting & excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per per Technical Specification Clause 301.5

Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with a lifts upto 1.5 m & leads upto 100 m, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with lead up to 100 mtr as per technical specification class 303.1 including stablization with 2% stated lime including is mixing with rotavator complete two layar

Construction of granular sub-base (grading-1) by providing coarse 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 smooth wheel roller to achieve the desired density complete as per technical specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes of 45-63 mm to water bound macadam Grading 2 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 (Type B) up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes of 22.4-53 mm to water bound macadam Grading 3 specification in pot holes & damaged edges of road. 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 to fill (Type B) up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Air compressor as per Technical Specification Clause 503.

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 sutable 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 Sepecification Clause 511

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

Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with a lifts upto 1.5 m & leads upto 100 m, spreading, grading to required slope and compacted to meet requirement of table No. 300.2

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Lko SOR SI NO. 18(v)

Providing and erecting a 'W' metal crash barriar comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center , 1.8 m high, 1.1 m below road/ground level, all steel part and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS:1364, metal, metal beam rail to be fixed on the vertical post with a spacer of channer section 150x75x5 mm, 330 mm long complete as per clause 810. Lko SOR SI NO. 27

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