Construction of Painted road at L/S From K.m. 57.000 to K.m. 61.000 and k.m. 63.200 to k.m. 64.600 of M.J.L.C.

Amount

Excavation for Roadwork in ordinary soil for preparation of sub grade including all cost of labour, T&P lead & lift for all types of soil with proper disposal 1.00 km. any other power transport. required for proper completion of work.

Construction of granular sub-base by Providing well graded material, laying spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at O.M.C. and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (GSB Grade-1)

WBM Grade-II Providing and Laying, spreading approved stone aggregate of 45-63 mm gauge size to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Techincal clause 405.

WBM Grade-III Providing and Laying, spreading 10cm Loose (after compaction 7.50cm) approved stone aggregate of 53-22.40 mm gauge size to water bound macadam Grade-III specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Techincal clause 405.

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spreying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as pert technical specification clause 502

Tack Coat Providing and applying Tack coat with bitumen VG- 10 Using distriutor at the rate of 0.35 kg to 0.45 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom As per Technical Sepecifications clause 503

Open Graded Premix Surfacing Providing, Laying and rolling of open graded premix carpet of 20 mm. Thickness composed of 13.2 mm to 5.60 mm aggregate either using penetration grade and level to serve as wearing course on a previously prepared base including mixing in suitable plant, laying and rolling with a three wheel roller 80-100 Kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification clause 508

Seal Coat type "B" 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 specifications 510

Brick edging on both sides of Roads of straight over burnt brick class 275, 8 cm wide and 12 cm deep laid with mud mortor including labour & supply of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth as directed by the E/I. (As per PWD SOR Chap 20 item No.9)

M/S DILIP KUMAR SINGH

VIJAY KUMAR SINGH

M/S AMRENDRA KUMAR CONTRACTOR

PRATAP CONSTRUCTION COMPANY

VANDANA SINGH

ADARSH CONSTRUCTION