Upgradation Of Tractor Road From Younis To Gali Jabran Panchayat Sangla Upper Block Surankote Scheme Capex Budget (Pris Grant) Year 2021-22

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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

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 63 mm to 45 mm

Supplying and stacking at site 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 site excluding carriage 13.2 mm nominal size (Type A) 11.2 mm nominal size (Type B)

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) WithP/L of hand packed stone (plum) 30% for cement concrete, excluding carriage.

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 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

Providing packing with boulder stone by hand packed around and above R-c-c Hume pipe

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

Carriage of stone from crusher to site for 25 km by MT

Carriage of sand bagri for 20 km by MT

Carriage of stone for 0.4 km by HL

Carriage of Cement for 10 km by MT

Carriage of r-c-c hume pipe from 60km by MT

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 80% Hard Rock (not requiring Blasting 20%)

Installation / Construction of Sign Board (C.I.B) Showing details of project of required specifications, as directed by Engineer Incharge at Site.

FARHA ANJUM

MS Noor Ahmed Zaffar

WAQAR AHMED