Renovation of Top road of Shahzad Dam Between km 0.000 to 3.550 and km. 3.700 to 4.160

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen VG-10 using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in HMP, laying with paver finisher and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of 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

Road Marking with Hot Applied thermoplastic Compound with Reflectorising Glass beads on Bituminous Surface. MoRTH-803

Reflective Raised Pavement Marker (Cat Eye/Road Studs) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or ABS or any other suitable material approved by Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panel shall consist of no of lences containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lence face. Lensec shall be mould of methyl methecrylate confirming to ASTM D788 of Equivalent. the slope of retro reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker hight shall not be less than 10 mm. and shall not exceed 20 mm and width shall not exceed 130 mm. , excess adhesive on the pavement and adhesive on the exposed surfac of the marker shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance i/c stipulated retro-reflectance of the reflecting panel, to the engineer, in addition, a two year warrenty for satisfactory infield performance of the finished road marker also be given by the contractor who carries out the work of fixing of refclective road marker , in case the marker displaced, damaged, get worn out or loose their reflective compared to stipulated standard, the contractor would be required to replace all such marker within 15 days of intimation. as per MoRTH 804(8.35) suggestive Cat Eye

Painting plastic emulsion Paint, /Apex Ist quality/berger/ Asian in two coats of Parapet Wall. i/c all labour Material T&P etc complete.

ASHOK KUMAR THEKEDAR

M/S Lakhan Singh

M/S NAVISH KUMAR SINGH CONSTRUCTION