Constt. of road from link road Dadoli upto H/O Ram lal and others

Amount

Earthwork excavation in all kinds of soil by manual or mechanical means (hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5 m in width or 10sqm on plan) inclu. Dressing of sides and rammings of bottoms,lift upto 1.5 mtr. Incl.disposal or fillings of excavated earth as per the directions of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including all leads, lifts and carriage of material by MT/H.L.-All work upto plinth level

1:5:10 (1Cement: 5 fine sand: 10 graded stone aggegate 40 mm nominal size) crushed

1:3:6 (1Cement: 3 fine sand: 6 graded stone aggregate 20 mm nominal size)

Providing and Laying damp -proof 50 mm thick setting in position with cement concrete 1:2:4 ( 1 cement : 2

coarses sand : 4 stone aggregate ) nominal size of aggregate 20mm

Reinforcement cement concrete work in walls ( any thickness), including attached pilasters,suspended floors, roofs, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strusses etc. upto floor five level excluding cost of centering, shuttering, finishing and reinformcement 1:1.5:3 ( 1 cmenet: 1.5 coarse sand: 3 graded crushed stone aggregate mm nominal size)

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completete thermo mechanically treated bars including all leads, lifts and carriage of material by MT/H.L.

Centering and Shuttering of Formwork including strutting, propping etc and removal of form work

Foundatyions, Footings, bases of columns etc. mass concrete

Suspended floor,roofs,landings,balconies and access platform

Edges of slabs and breaks and floors and walls above 20cms wide.

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooder or steel hammers, and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soil;

Supply and Stacking of graded stones agg at site range ( excl. cost of carriages) :

(63mm to 45mm)

(53mm to 22.40mm)

Supply and Stacking of stone screening/chippings at site (excl. cost of carriages):

13.20 mm nominal size (TYPE A)

Supply and Stacking of Stone Dust (excl. cost of carriages):

Crushed at Site -

Laying W.B.M with specified stone agg, stone screening and binding material incl screening, sorting,

spreading to template and consolidation with power roller of 8 to 10 tonne capcity etc complete :

Engage Labour for loading & Unloading of Hume pipies

Add cost of Hume pipes of 0.30 m dia

Providing and fixing CIB of approved size by way of making foundation in M10, Brickwork in 1:6 cement mortar including plastering with 1:4 cement mortar, painting and writings as per the directions of engineer incharge including all carriages , supply , complete job.

ANKUSH SHARMA GOVT CONTRACTOR

Mandeep Singh Saini