CWE/FZR-14/2024-25 Provn of road approx 200 mtr from HQ Bty Line (OTM Accn) to MT park under GE(West) Ferozepur Cantt

Amount

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Rolling and consoldiation road formation surface in cutting with power roller exc 8 tonne & n exc 12 tonne complete all as specified and as directed by Engineer-in-Charge.

Continuous brick edging with burnt clay full bricks of sub class "B" old size bricks with width equal to width of bricks laid dry on end vertically including necessary earth work,embedding bricks at required depth and tamping ground around brick and removal of surplus soil to a distance n exc 50 mtr (each row measured separately) complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 150 mm thick soling(or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 150 mm thick (compacted thickness laid in two layers of 75 mm each) WBM, with coarse aggregates granite,trap or Basalt of grading 2(63 to 40 mm size) or of grading 3 (50 to 20 mm size) spread,rolled and consolidated to gradient and camber complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud,sweeping with brooms anf finally fanning the cleared surface by mechanical compressor to remove all loose dust or dirt etc and applying evenly a priming/tack coat with bituminous primer (using paving bitumen) at 10 kg per 10 sqm complete all as specified and as directed.

Material and labour for bituminous semi dense asphaltic concrete 40 mm (average) consolidated thickness with 5.5% binder content (paving bitumen) by weight of total mix(Design Mix),rolled and compacted to required camber and gradient 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 MORT&H, complete all as specified and as directed by Engineer-in-Charge.

RAKESH KUMAR SATISH KUMAR (BID ID -3097886)

Kissan contractor and engg works (BID ID -3098738)

M/s Bansi Lal (BID ID -3098244)

M/S Yashpaul Gulati (BID ID -3098904)

M/S Pee Kay Builders (BID ID -3098097)

ABHISHEK AND COMPANY (BID ID -3098694)

JAWAHAR CONSTRUCTION COMPANY (BID ID -3099075)

manoj and company (BID ID -3097802)