Augmentation and Strengthening of Water Supply Scheme for Ramgarh Nagar Parishad including Cantonment Board Ramgarh

Tapping Point Room

Earthwork in excavation in foundation trenches in ordinary soil vide cLassification of soil item -A) and disposalof excavated earth as obtained to a distance upto 50 M including afl lifts,leveling,ramming the foundation trenches, removing roots of trees,shurbs all complete as per approved design. building specification and direction of E/i Main Wall

Filling in foundation trenches & plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m & lift of 1.5m all complete as per specifications & direction of E/I (mode of measurement compacted volume)

Providng designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing PCC M-150 in normal (1:2:4) in foundation with approved quality of stones chips 20mm-6mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking cuiring taxes and royalty all complete as per building specifications and direction of E/I, Including all lead charges

Providing random rubble stone masonry in cement moratar (1:6) in foundation and plinth with hammer dressed stone of less than 0.03cum in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I Main Wall

Providing designation 75 A brick work in C M (1:3) in superstructure with approied quality of clean coarse sand al FM 2 to 2.5 including providing 10mm thick mortar Costs of screening materiaIs,scaffolfing, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing and laying in position ready mixed or site batched design mix concrete for reinforced cement concrete work, using coarse aggreagates and fine aggregates derived from natural sources, portland Pozzolana /ordinary Portland / Portland Slag Cement, admixtures in reccomended proportions as per IS:9103 to accelarate /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 cost of centering, finishing and reinforcement as per direction of the Engineer-in-Charge, for the following grades of concrete For all works Upto Plinth level Plinth beam - RCC M25

For all works above Plinth level upto floor level V level, M25

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, wih 1:1.5:3 with 20mm nominal size aggregates M20 Chajja