CWE/FZR-17/2023-24 Addn/Altn to existing roads in Neel Bhawan and KL zone area 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 & leveled as directed, complete all as specified and as directed by Engineer - In- Charge.

Repairs to pot holes of any depth, area not exc 1.00 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads paths etc, cutting around edges to a regular shapes at least 25mm in depth, 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 using paving bitumen complete all as specified and as directed by Engineer - In- Charge.

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

Material and labour for continuous brick edging using full bricks of sub class B old size bricks with 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 separaetly) complete all as specified and as directed by Engineer - In- Charge.

M&L for 150 mm thick (compacted average thickness) of WBM in two layers using granite, trap or basalt (75mm each layer compacted thickness) coarse aggregate (sand stone) of grading 2 (63mm 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 and as directed by Engineer - In- Charge.

Material and Labour for preparing WBM top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with bituminous primer (VG-10) 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 - 06 above, but on existing black top surfaces and tack coat (VG-10) @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer - In- Charge.

Material and Labour 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) 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.

Material and Labour for 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 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 by Engineer - In- Charge.

Material and Labour for Bituminous premixed asphaltic semi dense concrete 30 mm average consolidated thickness using minimum 5.50% binder content (paving bitumen any penetration (VG-30) by weight of total mix (Design 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 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 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 and as directed by Engineer - In- Charge. .Make-STP/Asian Paint/Auto Mark.

Dismantling / digging out of Bricks/ PCC Blocks ( kerb stone) (laid flat or on edge) in kerbs, aprons, and road side stone / edging etc. complete all as specified and as directed by Engineer - In- Charge.

Material and labour for bricks laid on edge with depth equal to width of the brick using sub class 'B' bricks laid on both sides of road berm including 25 mm thick sand filling complete all as specified and as directed by Engineer - In- Charge.

Labour only for bricks laid on edge with depth equal to width of the brick using sub class 'B' bricks laid on both sides of road berm including 25 mm thick sand filling complete all as specified and as directed by Engineer - In- Charge.

Material and labour for excavating in trenches , n exc 1.5 mtr wide and n exc 1.50 mtr in depth for foundation etc or for shaft,wells,cesspits,manholes , pier holes etc n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer - In- Charge.

Material and labour for broken bricks hardcore of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer - In- Charge.

Material and labour for 50 mm thick cement concrete type D-2 1:4:8 (40 mm graded aggregate) as in sub base to interlocking paver blocks and all other similar works complete all as specified and as directed by Engineer - In- Charge.

Material and labour for sand filling under interlocking paver blocks and all other similar works complete all as specified and as directed by Engineer - In- Charge.

Material and Labour for machine presssed precast concrete interlocking paver block of any shape and size confirming to IS 15658 -2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment laid dry over sand cushion complete all as specified and as directed by Engineer - In- Charge.. Note :- Sand cushioning shall be measured and paid separately

Material and Labour for PCC 1:2:4 type B-0 (12.5 mm graded aggregate) in lintels upto 1.5 m clear span,cills,steps,seismic & other similar bands,plinth course,string courses, lacing courses, parapets and railings upto 60 cm in height, copings,kneelers,apex stones,bed plates, water troughs and the like including weathering,slightly rounded for chakfered angles and throating complete all as specified and as directed by Engineer - In- Charge.

Spreading and levelling in layers n exc 25 cm thick & well ramming including watering complete all as specified and as directed by Engineer - In- Charge.

Suuply and fixing cat eye solar reflective type metal body alloy of size 100mm x 100mm x 20 mm with PAMA striplens reflector of Model No DA 972.0 fixed with and including MS stud of suitable size as per manufactureres instructions complete all as specified and as directed by Engineer - In- Charge.

Material and labour for 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints,laid in trenches or in floors etc complete all as specified and as directed by Engineer - In- Charge.

M/s Sarup Singh