Repair and renovation of watercours X-ing at RD 264830, Hisar Ghaggar Multipurpose Channel

Amount

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position cement concrete 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level

Ist class brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement: 5 coarse of sand)

Cement plaster for fillet /Gola, Culvert & Nakka etc. 12mm thick in cement plaster mix 1:4 (1cement : 4 fine sand)

First class brick work in plain arches in superstructure above plinth level and up to floor four level including centering and shuttering complete for span up to 6 metres with common burnt clay nonmodular bricks of class designation 7.5 in cement mortar 1 :3 (1cement : 3 coarse sand)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth

Earth work under bed banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m

Reinforced cement concrete work in walls (any thickness), above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-111):3 graded stone aggregate 20mm nominal size

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level - Mild steel and Medium Tensile steel bars

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge - 75mm thickness in side slope manually

AMIR SINGH CONTRACTOR