CWE/FZR- /2021-22 Spl repair of internal roads, under GE (West) Fzr Cantt

Amount

Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100 mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & levelled as directed, complete all as specified.

M&L for 75 mm thick (compacted average thickness) of WBM with using lime stone, sand stone, flint or quartzite broken stone in single layer coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified.

All as per Item 2 above, but using stone materials retrived from item no 1 shall be re-used, complete all as specified.

M&L for Preparing WBM top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly priming/tack coat of paving bitumen (VG-30) @ 10 Kg per 10 Sqm with mechanical sprayer of road surface by sprayer operated by hot pressure mechanism, complete all as specified and as directed.

M&L for Premix bituminous macadam (Design Mix), laid/rolled and compacted to required gradient and camber (consolidated) thickness 75 mm or less by binder content paving bitumen (VG-30) @ 4% by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

M&L Bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness (Design Mix) using minimum 5.5% binder content paving bitumen (VG-30) by weight of total mix laid with self propeling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

All as per Item 4 above, but on existing black top surfaces and tack coat @ 5 kg per 10 Sqm, complete all as specified.

M&L Bituminous premixed asphaltic semi dense concrete 30 mm consolidated thickness using minimum 5.50% binder content (paving bitumen VG-30) by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 10 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

M&L for Providing and marking broken/continuous central/end line on the road pavement and the like of any description and width using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per IRC-135,confirming to MOSRT&H, complete all as specified. Make-STP/Asian Paint/Auto Mark. Note:- The painted surface shall stand out boldly and solidly without showing signs of brush marks or surface underneath, if necessary, the surface shall be repainted untill the desired results obtained.

Harmesh Kumar Sharma and Sons

Kissan contractor and engg works

M/S Yashpaul Gulati

JAWAHAR CONSTRUCTION COMPANY

HARBHAJAN SINGH KHARBANDA

M/S M H Builders