Construction of Link Road Gram Gotara marg To Gram Kailohtha Tak Under Mandi Samiti Budaun

Earth work in cutting or in embankment in ordinary soil excavation to be in the regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mt. lift & 30.0 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 M distance as directed by the (Excluding Royalty) E.I. S.I. No. 253.

Granular Sub Base witth Well Graded Material Construction of granular subbase by providing well graded material , spreading in uniform layers with motor grader on prepared surface ,mixingby mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density GSB complete as per Technical Specification Clause401

Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 404 Mord Book

Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book

Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 using distrubutor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specifiction clause 503

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness by mechnical means composed of 13.2 mm to 5.6 mm aggregates either using penetration grade VG-10 Bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Technical specification clause 508

Providing, and laying Seal coat with approved 6 mm grit and bulk bitumen VG-10 including heating the bitumen to the required temperature mixing in mixer including supply of all materials and maintenance of side parties and watering them during operation charges of road roller with fuel maintenance of barriers caution posts provide light at night for proper completion of work as directed by the Engineer in charge. as per Technical specification clause 510

Brick edging on both sides of the road with M-150 brick class 8 cm wide 12cm deep with mud mortar including supply of all material, labour T&P required for proper completion of the work and including earth as per directed by E/I. S.I. No. 765

Brick soiling with straight over burnt brick laid on edge dry with brick edging on both sides including preparation of sub-grade to prescribed camber and including supply of brick, filling joints with local earth of P.I. 5-7 spreading binding coat 1 cm (3/8") depth of local earth over entire surface including labour, T&P etc. required for proper completion of the work. SI No. 762(b