Integrated Development and Upgradation work of Road from Circuit House Via Mohanpuri Drain to Gandhi Ashram Chauraha Under C.M Grids Scheme

Part-A UTILITY DUCT Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Sand filling in plinth and under floor including supply of necessary quality of sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc. labour and T&P etc required for proper completion of the work saplings of birth upto 30 cms measured at height of 1M above ground level and removal of rubbish upto a distance of 50 M outside the periphery of area cleared including cost of sand

Supply & laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.

Concrete with 4 cm gauge approved stone ballast, coarse sand & cement, in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required proper completion of the works.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum.

Supply & fixing 900x900x125 mm PFRC Drain cover including cartage, loading and unloading excluding 18% GST with all complete work. Extra heavy duty load bearing Capacity 35 tonnes as per design IS 1726-1991 Attached market Rate

Centering and shuttering including strutting, and strutting and removal of form work (any thickness) including attached plaster buttresses, plinth and string courses etc

M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.

ROAD WORK Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.