Construction of Perimeter Road (kachcha motorable) at C.A. Keshod.

Amount

consolidating sub-grade with power road roller of 8 to 12 tonne capacity including loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water then compacted by rolling etc. complete as per direction if Engineering-in-incharge.

Supplying and Laying moorum of approved quality to be laid in layers not exceeding 20 cm in depth and required camber/slope including watering dressing consolidating each deposited layer with power road roller of 8 to 10 ton capacity all complete as directed by Engineer-In-charge.

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate

Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A)

Supplying and stacking at site. Moorum

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 .

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 : 300 mm dia. R.C.C. Pipe

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 : 6 graded stone aggregate 20 mm nominal size)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Carrying out soil investigation, detailed analysis and submission of detailed report etc. complete as per direction of Engineer-In-charge (Soil investigation includes drilling of bore holes as per AAI Technical Circular)

SAUMYA CONSTRUCTION

Parikh Kashyap Indulal

jaykumar p. tilara

Raghuvir Construction Co

KKB PROJECTS PVT LTD

Vijay H. Khimani

R M DASA INFRASTRUCTURE PRIVATE LIMITED