Lot-1

Amount

Jungle clearance of marginal ring bund at shoulder and side slope including cost of all material labour t&p etc.

Earth work in strengthening of marginal ring bund including cost of all material labour t&p etc.

Construction of granular sub-base by providing 12.5 cm.compected well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification clause 401.

Providing and laying 7.50 cm thick G-2 i/c spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 2 as per technical specification clause 405

Providing and laying 7.50 cm thick G-3 i/c spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 3 as per technical specification clause 405

Providing and applying primer coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack coat with VG-10 Grade using emulsion pressure dristibutor at the rate of 0.35 Kg per Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503.

Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggreates either using penetration Grade Bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitale plant, laying and rolling with a 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per technical Specification clause 508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Providing and laying of interlocking concrete block pavement of grade M-30 having thickness 80mm and including 25 mm local sand cushion below interlocking block as per drawings and technical specification clause 1504. (Exclusive G.S.B.)

Providing and laying in cement concrete 1:6:12 (1cement:6 fine sand :12graded brick aggregate 40mm nominal size) and curing complete, including cost of form work in foundation and floors.

Brick edging on both side of the road brick 7cm (3") wide and 12 cm (4 1/2) deep laid on edge with mud mortar all labour finished to required template and in proper alignment and aloso including dressing ramming the excavated earthincluding all labour , T&P sudries required for compltion of work.

Providing & Fixing Sign Boards & Caution Boards etc.

M S JEET CONSTRUCTION COMPANY

kashyap infra foundation