Construction of Concrete Patrolling Road along the inside boundary wall from Gate-II to M/s. Enfield Solar via M/s. Cresmac Foundry at Falta Special Economic Zone (FSEZ), Falta, West Bengal

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish with all leads & lifts outside the periphery of the area cleared.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with all leads.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all leads as per direction of Engineer-in-charge. In cement mortar

Demolishing cement concrete manually/ mechanical means including disposal of materials with all leads as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth with all leads & lifts, as directed by Engineer-in- Charge: All kinds of soil

Supplying & Laying 175 mm water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete. Over burnt (Jhama) brick aggregate 120 mm to 40 mm

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).

Providing and fixing in position pre-moulded joint filter in expansion joints

Providing and laying in position bitumen hot sealing compound for expansion joints etc.

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls, Under 20 cm wide

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

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish with all leads & lifts All kinds of soil.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

M/s. K.K. ENTERPRISE

K. P. Construction