Laying of spun pipes near H/o Muzaffar Nabi Wani and others at Rangrez Mohalla at Safapora A Block Safapora CDF

Earth work in excavation by nanual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil)

Demolition of cement concrete incl disposal of material within 50 m lead as per directions of Engineer-in-charge

Laying, spreading, levelling, handpacking and ramming of dry stone soling incl all carriages

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centering and shuttering

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design ( With common burnt clay F.P.S. (non modular) bricks of class designation 7.5). size: (90x80x45) cm; incl. all carriage

Structural steel work in single sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Welded) in mesh over drain

Carriage of materials for an average lead of 10 kms for sand and coarse aggregate

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete (150 mm dia. R.C.C. pipe ) incl. carriage for 10 kms

Add cost of CIB/geo-tagged photographs and other unforeseen items