CA No CWE/FZR-26/2024-25 Special repair of internal roads of Inf DOU under GE(West) Ferozepur Cantt

Amount

Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 150 mm and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & levelled complete all as specified and as directed by Engineer-in-Charge.

Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, but making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and as directed by Engineer-in-Charge.

Material and labour 75 mm thick (compacted thickness) of WBM using granite , trap or basalt broken stone coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 10 tonne power road roller & consolidated to required camber & gradient complete all as specified and as directed by Engineer-in-Charge.

Material and labour preparing WBM top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface using mechanical air compressor to remove all loose dirt etc, applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm of road surface by sprayer operated by hot pressure mechanism, complete all as specified and as directed by Engineer-in-Charge.

All as per item-4 above, but on existing black top surfaces and tack coat @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-Charge.

Material and labour 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 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed by Engineer-in-Charge.

Material and labour Bituminous premixed asphaltic 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 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 by Engineer-in-Charge.

Material and labour 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) of 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 by Engineer-in-Charge.

Material and labour for Providing and marking broken/continuous central/end line on the road pavement and the like of description by 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 and as directed by Engineer-in-Charge.

Supply and fixing solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed by Engineer-in-Charge.

Sethi and Company (BID ID -3123709)

G D TRADERS (BID ID -3123011)

M/s Bansi Lal (BID ID -3123968)

V R TRADERS (BID ID -3123029)

M/S Yashpaul Gulati (BID ID -3122487)

Kissan contractor and engg works (BID ID -3121736)

M/S Pee Kay Builders (BID ID -3122811)

M/S N Maini Constrution (BID ID -3123166)