Certain repair to road berms, hardstanding and internal roads in area of AGE B/R-I under GE (West) JRC

Amount

M&L preparing old black top surface 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 a priming/ tack coat of paving bitumen at the rate of 5 Kgs per 10 square metre of road surface and providing 30 mm thick (consolidated thickness) semi dense asphaltic concrete with 5.5% of binder by weight of total mix, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 8 to 10 Tonne power road roller complete all as specified and directed.

Material and labour for repair to pot holes any depth, not exc one sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) and making good applying tack coat of paving bitumen @ 10kg per Ten sqm, putting semi dense asphaltic concrete with 5.5% of binder by weight of total mix, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 8 to 10 Tonne power road roller, depth of pot holes exc 30mm complete all as specified and as directed by the Engr-in-Charge.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and n exc 50mm in deep complete all as spd and directed.

M&L preparing old black top surface 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 a priming/ tack coat of paving bitumen at the rate of 5 Kgs per 10 square metre of road surface.

Material and labour for premix bituminous macadam (consolidated thickness not more than 75mm) laid rolled and compacted to required gradient and camber with paving birumen (VG-10 ) any penetration @ 4% by weight of total mix complete all as specified and as directed by the Engr-in-Charge.

M&L for providing and marking broken center line/side line/zebra line on road pavement and the like of any description & width, with thermoplastic paint hot applied with machine, confirming to BS 3262 and according to the specification laid down by IRC & MOST (Ministry of Surace Transport) specification 2001 (4th revision) complete all as specified and directed.

S&F Solar stud 125mmx125mmx25mm size made of aluminium alloy and PC construction, solar controller, fixing with epoxy adhesive complete all as specified and directed.

Supply and fix solar delineator polycarbonate and toughened aluminium alloy body. Height- 145mm, diameter- 80mm, Comprises of 4 super bright LEDs which give 360 degree viewing. Solar panel - 2.5 V, 1.25 V rechargeable battery - 1 No.delinator also high intensity reflective band of 25mm width for extra visibility incl post of size 1000mm x 47mm powder coated MS pipe and including 30 x 15cm size block of PCC 1:2:4 complete and as specified and directed by Engr in Charge, Make- Dark eye,Cat Part No DA-112 or equivalent of 3M/Shakti.

Demolition of cement concrete in ground floor and paving n.exc 15 cm thick (below or above ground level complete .

M & L 100mm thick cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate.

M & L for 25mm thick Sand coushening under paver block complete all as specified and directed.

M&L machine pressed precast coloured concrete coloured interlocking paver blocks any shape and size confirming of IS 15658: 2006 of 60mm thick , M-35 laid and jointed with grey cement and pigment.

M & L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) cast in situ in kerbs or mud stops, rounded or chamfered on edges of paving blocks as directed including use and waste of form work.

M&L Chequered coloured cement concrete tiles 25cmx25cmx25mm thick as in path etc. set and jointed with grey cement and pigments as in floors and over and incl screed bed or bedding layer of mortar 15mm thick laying floor finished in CM 1:6 complete all as specified and directed

M&L 75mm thick cement concrete 1:2:4, type B-1 using 20mm graded stone aggregate and finishing cement concrete surface even and smooth without using extra cement.Floor shall be laid in alternate panels and joints filled with bituminous filler grade ‘A’ as specified in MES Schedule

M & L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’

SANDEEP JHANJI CONSTRUCTIONS