Special repair to bitumen road and concrete road including curve stone at RT line under GE West Jalandhar Cantt

Amount

Material & Labour for preparing existing black top surfaces 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 and applying evenly a priming/tack coat with paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface, laying, rolling, consolidating 30 mm thick (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% binder content (VG-30) by weight of total mix laid with mechanical paver roller and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve a uniform smooth surface with Pneumatic vibratory roller complete all as specified and directed. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.

Dismantling of interlocking paver block including cement mortar bedding/sand cushion but not backing and removing serviceable tiles to store complete all as specified.

M & L for 150mm thick (compacted thickness) water bound macadam in two layers of 75mm thick of each layer with coarse aggregate (Granite, trap or basalt) of grading-3 (63mm to 40mm size) blinded with stone screening type ‘A’ spread, rolled with 8 to 12 tonne power road roller, hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.

M & L for preparing unsurfaced water bound macadam surfaces 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 and applying evenly a priming/tack coat with paving bitumen (VG-10) at the rate of 7.5 Kg per 10 Sqm of road surface, laying, rolling, consolidating bituminous premixed carpet 40 mm thick bituminous premixed asphaltic semi dense concrete with 5.5% binder (VG-30) content by weight total mix laid with mechanical paver rolled and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve unifirm surfacecomplete all as specified and directed.

M & L for repair to pot holes any depth, not exc one sqm each including sweeping free from dust and mud or water, scoring sunken surface 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 (VG-10) @ 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 graveled, macadam or bituminous macadam surfaces with bitumen grade (VG-30) in area not exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth exc 50mm and not exc 100mm deep including removing the rubbish material not exc 500 mtr complete all as specified and directed.

M & L for premix bituminous macadam laid/rolled and compacted required gradient and camber (consolidated thickness 75 mm or less) with paving bitumen @ 4% by weight of total mix complete all as specified and directed.

Providing and marking broken centre line/side lines/Zebra lines on road pavement and the like of any description and width with thermoplastic paint hot applied with machine conforming to BS-3262 and according to the specification laid down by IRC and MOST (Ministry of Surface Transport) specification 2001(4th revision) complete all as specified and directed.

Surface excavation not exceeding 30cm deep and averaging 15cm deep in soft/loose soil and getting out, complete all as specified and directed.

M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling complete all as specified

Material and labour for 100 mm thick M-50 factory made machine pressed precast inter locking paver block any size and shape as approved conforming to IS-15658-2006 with grey cement and no pigment complete all as specified and directed.

All as per Srl item No 11 above but except tiles complete all as directed

M & L for sand filling under floors or in foundation inclusing watering and consolidation complete (Punned down thickness shall be measured)

M & L for Precast cement concrete kerb blocks (machine made chamfered/rounded on top edge in 1:2:4 type B-1 using 20mm graded stone aggregate of size (450mmx300mmx100mm) set in CM 1:4 on side of road including necessary excavation and embedding in ground to the required depth as directed and tamping around after filling earth and removing spoil to a a surplus soil to a distance not exc 50m complete all as specified.

M & L for preparation of concrete surface and applying two coats of synthetic enamel paint etc complete all as specified.

M & L for plain cement concrete 1:2:4 type B-1 using (20mm graded aggregate)cast in situ in lintels up to 1.5m span,cills ad similar bands,plinth course, parapets,copings, bed plates and the like including weathering slightly rounded or chamfered angles and throating including use of waste form work complete all as specified and as directed.

S & F delineator round body fitted with two Nos 100mm dia highly reflective reflectors made of PMMA and mounted on MS pipe of 50mm dia duly powder coated anti rust and anti theft steel net of size 700mmx50mmx100mm ) Cat Pt No DA 952 of Sinor Infrastructure or equivalent in Dark eye/Birla 3M

Supply and fixing solar road side reflectors/delineators (1000x47mm) made of polycarbonate & toughened aluminum alloy body of 80mm dia,height 145mm comprises of 4 super light bright LEDs give 360 degree viewing 2.5 volt solar panel ,120mm (approx) & 1.25 Volt rechargeable battery,including 30cmx15cm size block of PCC (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified. Make : Sinor Infrastructure or equivalent in Birla 3M/dark Eye

S & F Road studs of ABS material two reflectors are fitted in the body .The road stud is to be dynamically designed so that it can bear load upto 25 Tons and its impact strength.Body should be in Red/White/Yellow colour available with swareflex beads also two way reflective 100x120x20mm size of Cat Pt No DA52 of Sinor Infrastructure or equivalent in Dark Eye/Birla 3M/Greenlite/Tata BP Solar

SOLAR STUD 125mmx125mmx25mm, size made of aluminium alloy and PC construction, solar controller, fixing with epoxy adhesive complete all as specified and directed. Make: DARK EYE Cat Part No. DHRUV (DA-110) or equivalent in TATA BP SOLAR.

M & L for cutting holes into or through brick wall/concrete wall etc for fixing of drain pipe and making good in cement concrete 1:2:4 type B-O using 12.5mm graded stone aggregate area of hole exc 100 Sqcm but not exc 250 Sqcm complete all as specified.

S & F 110mm PVC (SWR) pipe single socketed in any length with rubber ring joints fixed to walls complete all as specified.

Dismantling of floor hearth or wall tiling including cement mortar bedding (not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified

Material and labour for chequered cement concrete tiles 20 cm x 20 cm x 25 mm thick set with grey cement and pigments jointed and pointed in neat coloured cement slurry in floors over and incl 15 mm thick cement screed bed in cement mortar 1:6 complete all as specified and directed.

Removing excavatd material soil exc 50m but not exc 250 metre and depositing where directed at level not exc 1.5 m above the starting point complete all as specified and directed.

SANDEEP JHANJI CONSTRUCTIONS

M.K.BUILDERS

M/S DARSHAN & CO

GULSHAN SINGH GHAI AND SON