Stone Masonary

Amount

Earth work in excavation by manual 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: (1 meter from cutting edge)-all kinds of soil

Supply of Stone boulder 50mm to 200mm for soling

Dumping soling stone excluding cost of stones in Horizontal on level

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)

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level with Thermo-Mechanically Treated bars of grade Fe-500D or more(10mm dia)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) ( Available Stones).Rate adjustment for this item has been done on account for the availibility of the stones at site.

Providing PVC pipe (75mm dia) as weepholes

Supply of Stone boulder nominal size 225 mm (stack measurements reduced by 15%) for backfill

Dumping stone in Backfill excluding cost of stones

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

Supplying and stacking at site (excld carraige)

i. 90mm to 45mm

ii. 63mm to 45mm

iii. 53mm to 22.4mm

Supplying and stacking at site (excld carraige)

i. 13.2mm nominal size(G-I)

ii. 11.2 mm nominal size(G-II)

iii. 11.2 mm nominal size(G-III)

Supplying and stacking at site Red Bajri (excluding carraige)

Supplying and stacking at site (excld carraige)

Spreading red bajri, watering and rolling complete including preparation of the surface and rolling (Payment for bajri to be made separately): with road roller

Laying, spreading and compacting stone aggregate of specified sizes to WBM 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.

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand)

Carraige:

i.Cement for a lead of 5kms

ii. Sand for a lead of 15 kms

iii.Aggregates for a lead of 15kms

iv. Stone boulders for a lead of 15 kms

iv. Stone boulders for a lead of 5 kms (available stones from surge shaft road)

vi.Steel Reinforcement for a lead of 10 kms

MUNEER AHMAD MIR