Constrution Of Link Road From Gram Khalor Kalar Jawar Singh Ke Makan se Dungra Jatpura Marg Tak

PART-A Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge.

Construction of granular sub-base by providing well 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 45-63 mm 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 to fill-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 22.4-53 mm 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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 0.6 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by mechanical means composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hotmix 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 as per Technical Specification Clause 508. By Hotmix Plant

Providing and laying seal coat by mechanical means with VG-10 Grade Bitumen 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 Hotmix plant.

BRICK edging on both side of the road of firstclas brick 7cm wide 11cm depp laid with mud mortar including labour & Supply of bricks finished to the required template and in proer alingment and also including of dressing and ramming the excavated earth as directed by the e.i. as is 765

BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B)

Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (Sl No.251) Both side Danda

Concrete with the 4.00 cm gauge Stone ballast fine sand of 1.25 finess modulus and cement in the proporation 12:6:1 in foundation and under floor including supply and material all completion of the work (SI No.273)

Supply and laying 350 mm dia R.C.C. Hume Pipe MP3 with coller 2.cm supply of all material labour and T&P complete Page No.10 S.O.R. Moradabad Chapter No.1 R.C.C. Hume Pipe

Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work.

PART-B The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 1st year maintenance [email protected]% For PC

The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.75% For PC

The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 3nd year maintenance cost @ 1.50% For PC

The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 4nd year maintenance cost @ 2.25% For PC

The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 5nd year maintenance cost @ 3.00% For PC