Upgradation of road Hawaldar Moor to M/S Danna, Pyt. Gunthal Upper, Block Surankote, Under B2V3 Year 2020-21

Amount

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45mm

Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm

Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Supplying and stacking of stone agg. Screening /chipping at siteexcluding carriage Qty vide item no 3

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% B/Stone

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate.

Providing packing with B/Stone by hand packed around and above RCC H Pipe

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 600 mm dia. R.C.C. pipe

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Carriage of Sand Bajri from 20KM by MT

Carriage of stone 500m by HL

Carriage of cement 10KM by MT

Carriage of Stone aggregate of 40 mm nominal size and above from crasher to site of work 25 km by MT

MS IKHLAQ HUSSAIN

BADAR DIN