Special Repair of Road Along Sidhwan canal Changan Bridge to Bassian Bridge Including Maintenance of Road for 5 Year (One year Defects Liability Period Plus Four Year Maintenance Period)

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead

Dismantling brick work tile, masonry or tile lining

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.

Credit for Brick Bats Obtained from Dismantling of Brick Edging.

Credit for Old Bricks Obtained from Dismantling of Brick Edging.

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications 24.14

Construction of granular sub-base by providing material, 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 MORD technical specifications. 24.7

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 MoRTH technical specifications (without screening for low volume Roads/undersigned) 24.11(ii)

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 MoRTH technical specifications (without screening for low volume Roads/undersigned) 24.12(ii)

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 (Full surface area will be measured for payment) CSR 24.10

Surface dressing 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 specificationsas per CSR 24.24

Providing and laying Tack Coat with Bitumen Grade VG-10 bulk @ 4 Kg/10 sqm. 24.16 (b)

Bituminous Macadam 50mm to 75mm thickness (Grading II) Cont. Type 24.18 (b)

Providing and laying Tack Coat with Bitumen Grade VG-10 bulk @ 4 Kg/10 sqm. 24.16 (b)

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-30 @ 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 CSR 24.25 b

Seal Coat Type-B with bitumen VG-30 bulk as per CSR item 24.28 d

Construction of Shoulders with Good Quality Earth Obtained from Borrow pit

Construction of Embankment with Earth obtained from Roadway Cutting or Excavation 24.5 b Labour

Road marking with Thermoplastic compound 10cm wide edge line on curve and Junction (Zebra crossing at Education institute, Hospital etc.)

Providing and fixing Kilometer stone complete in all respect. 24.37 c

Providing and fixing 200 Metre stone complete in all respect. 24.38

Providing and fixing Boundary Pillars complete in all respect. 24.39

Providing and fixing Vilage Board complete in all respect. 24.40

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

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 24.63

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 24.44 a i

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. 24.45 a i

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. 24.48 b i

Citizen Information Board Advance Direction sign board 900x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.(24.48 a i)

Overhead sign board 6000x1500mm cantilever type double sided as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 .Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012. 24.52 b i

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Maintenance Work

Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year)

Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year)

Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year)

Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year)

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