Providing RCC hume pipe culvert on approach road to Bhandewada colony at Rajur under Ghonsa Sub Area. Note maximum labour required for this work 357 Nos.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / over areas (exceeding 30cm in dept h. 1.5m in width as well as 10 sqm on plant) inlcluding disposal of excavated earth lead upto 50m and lift upto 1.50m dispossed earth to be levelled & neatly deerssed All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

boulder and moorum filling in foundation including cost of all material and labour complete as per instruction-in-charge (100 cu.ft. boulderand 40 cu.ft.moorum for 100 cu.ft. finished work) inluding watering ramming and consolidating complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

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

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

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

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying non-pressure NP3 class (Heavyt duty) RCC pipes with collars jointed with stiff mixture of cement morter in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete : 1200 mm dia. RCC pipe

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in dept h. 1.5m in width as well as 10sqm un plan) including disposal of excavated earth lead upto 50m and lift upto 1.50m dispossed earth to be levelled & neatly deerssed-All kinds of soil

Providing and laying non-pressure NP3 class (Heavy 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: 1200 mm dia. R.C.C. Pipe Labour rate Only)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening binding Materials to fill up the interstices of coarse aggregate. watering and compacting to the required density as per clause 404 of specification. By Manual Means (i) Grading (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg 1

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Manual Means (ii) Grading-11 153 to 22.4mm (a) Using Screening Type-B (11.2mm Agg)

Total impact of GST for the purpose of CTC

HAIDRI CONSTRUCTION