Repair of damaged flare wall of Shap Nallan Near RD 48290M

Amount

Clearing Jungle including uprooting rank, vegetation, grass, brush wood, trees and sapling of girth upto to 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m. outside the periphery of the area cleared.

Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) (a) Dry

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters ead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

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: 1m from cutting edges for all kind of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed.

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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.

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

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Dry stone pitching (any thickness) excluding cost of stones. On Horizontal

Supply of stones

Preparing and dressing side slopes of canals for lining.In ordinary soils

Preparing and dressing beds of canals for lining. In ordinary soil

Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In side slopes, - at a height over 3.5 m but upto 5.5m above bed

Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In beds

Extra over item no. 25.7.2 to 25.7.4 towards allowance for scaffolding

Curing canal lining for 28 days. In beds

Curing canal lining for 28 days. In side slopes

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Carriage of Materials from Source to site of work, avg. lead 10KM by MT a) Sand and Bajri

Carriage of Materials from Source to site of work, avg. lead 8KM by MT b) Nallah Stone

SK Contractor (BID ID -2282166)

M/S DWARKA NATH GOVT CONTRACTOR (BID ID -2282990)

M/s VIKRAM SINGH GOVT.CONTRACTOR (BID ID -2281417)

M/S PAWAN KUMAR GOVT CONTRACTOR (BID ID -2282368)

M/S HARMOHINDER SINGH (BID ID -2281048)

MEHANDER SINGH (BID ID -2278848)