Improvement and Damrikaran of Bamsyu Khushyalkote Motor Road from Km 5 of MDR 17 in Ranikhet Constituency of District Almora Under PMGSY One Time Maintinance

Amount

Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.

R/Wall and B/Wall

Excavation in foundation in all type of soil/ rocks in Scupper, R/Wall. including supply of all materail labour T&P etc. required for proper completion of the work direction by E/I.

R.R. stone masonry laid dry in Breast wall, Retaining wall, Parapets, Scupper etc.incl. s/o all material labour T&P etc..

R.R. stone masonry laid in 1:6 in Breast wall, Retaining wall, Parapets, Scupper etc.incl. s/o all material labour T&P etc.

H.P. stone filling in back of wall incl. cost of all material, royality & T&P etc. required for proper completion of work.

WBM/Tack/PC/Seal Coat

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including mspreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405..[Grading of no-3] (22.4 - 53 mm size). By By Mechanical Means

Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm

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 a suitable plant, laying 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 B as per Technical Specification Clause 508. With VG-10 grade Bitumen

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical specifications. Using VG 10 Bitumen (including bitumen)

Longitudinal Drain Katchha

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means

Parapets

Constn. of Parapets with 40 percent plum and 60 percent cement concrete in proportion of 1:2:4 consisting of 1 cement, 2 approved coarse sand and 4 approved stone ballast including supply of all materials, labour T&P etc. required for proper completion of work.

Other Works

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)

Construction of embankment material obtained from road way cutting for Patri filling work.

Cleaning of fully chocked scupper and catchpit complete as directed by the Engineerin- charge

LEELAWATI CONSTRUCTION

Pratap Singh Bisht

Rajendera Chaudhery

surendra singh

M/s Pahchan Construction

Bhagwan Singh

Deep singh mehra

Pramod Singh Rawat