Repair of Various Link roads Damaged Due to Heavy Floods in MC GSP and MC Kalanaur in District Gurdaspur under MPLAD Scheme

Dismantling brick edging B1B11:B45

Dismantling stone pitching complete in all respects

Credit of Brick bats obtainted from dismantling of brick edging

Credit of old Bricks obtainted from dismantling of brick edging

Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment)

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications.

Providing and laying brick on end edging 6.83 cm wide, 11.11 cm long and 22.86 cm high half brick deep including excavation refilling and disposal of surplus earth up to 50 mtr complete in all respects as per PWD specifications.

Relaying of recovered material obtained from dismantling of road crust as Ced road material obtained from road crust as Construction of granular sub-base by providing coarse grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (ii) Without Screening

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (ii) Without Screening

Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications

Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications)

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications

Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications

Constrcution of Retaining Wall

Earthwork in excavation in foundation in ordinary soil

Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation

First class brick work laid in cement sand mortar 1:5 in foundation and plinth

Cement concrete 1:2:4 for coping on top of wall

Construction of 1.5' Hume Pipe Culvert Complete in all respect

Earthwork in excavation in foundation in ordinary soil

Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation

First class brick work laid in cement sand mortar 1:5 in foundation and plinth

Providing & laying 450 mm dia Hume Pipe NP-3 for culvert

12.5mm Cement plaster 1:4

White washing (two or more coat)

Construction of 12"x12" Side Drain Complete in all respect

Earthwork in excavation in foundation in ordinary soil

Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation

First class brick work laid in cement sand mortar 1:5 in foundation and plinth

Cement concrete 1:2:4 for bed

12.5mm Cement plaster 1:4

Cement rendering 1mm thick

Providing and fixing Kilometre stone complete in all respects

Providing and fixing Village Board complete in all respects

Providing and fixing Boundary Pillars complete in all respects

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Culture Cess

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