Beautification work of Bankhandinath Park.

Excavation in foundation in ordinary soil, loam,clay or sand including lift upto 1.5m & lead upto 30m including filling watering and ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches

Providing and laying flamed finish Granite stone flooring in requireddesign and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing. curing and polishing etc. all complete as specified and as directed by the Engineer-in-ChargeFlamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. On outer wall On inner wall On seating tops On seating wall On wall top

Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in-Charge. including transport loading, unloading and conveyance of black cobbles granite from available source to work site, including labour charges for fixing the granite and pointing etc., complete

Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:-

Sand filling in plinth inchading supply of necessary quantity of sand from adistance not exceeding 8 km. from the site of work & including watering dressing etc. Rate includes cost of all materials. labour and T&P etc.required for proper completion of the work (including royalty)

Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregateand fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate/retard setting of concrete, toimprove durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering and finishing as per directionof the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Steel reinforcement for R.C.C. work including straightening. bending, placing in position and binding all complete upto plinth level.

Centering and shuttering including strutting, propping.etc. and removal of form for Wall (any thickness) including attached pilasters, buttresses, plinth and string courses, etc)