MAINT OF CERTAIN ROADS INCLUDING ROAD SIDE FURNITURE AT WEST END AND UPPER AREA IN NORTH COMPLEX AT IMA DEHRADUN

Amount

M&L for 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, making good by applying tack coat with bituminous primer @ 5 kg per 10 sqm using paving bitumen VG-10 , putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm using viscosity grade Bitumen VG-30, blinded with 0.09 Cum of stone chipping 6.3 mm size , again well rammed (including supply of premixed macadam, binder and chipping etc) depth of potholes n exc 30 mm complete all as specified and directed by the Engineer-in-Charge.

Scarifying or picking graveled macadam or bituminous macadam surfaces in area n. exc.400 sqm and exc 50mm but n. exc. 100mm deep complete all as specified and directed by the Engineer-in-Charge.

M&L for 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) of flint or quartzite stone spread, watered, rolled and consolidated to gradient and camber required complete all as specified and directed by the Engineer-in-Charge.

M&L for preparing of un surfaced water bound macadam by brushing with wire brushes for removing caked mud etc. and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to removed all loose dirt and applying evenly priming tack coat with bituminous primer @ 10Kg/10 sqm using viscosity grade Bitumen VG-10 complete all as specified and directed by the Engineer-in-Charge.

M&L for premix bituminous macadam consolidated thickness (75mm or less) thick and over with 4% binder content by weight of total mix using viscosity grade Bitumen VG-30 any penetration laid/rolled to required gradient and camber using power road roller complete all as specified and directed by the Engineer-in-Charge.

M&L for preparing of black top surface by brushing with wire brushes for removing caked mud etc. and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to removed all loose dirt and for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using viscosity grade Bitumen VG-10 over black top surface complete all as specified and directed by the Engineer-in-Charge.

M&L for providing bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, using viscosity grade Bitumen VG-30 rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed by the Engineer-in-Charge.

M&L for providing bituminous premix semi dense asphaltic concrete 25 mm consolidated thickness with 5.5% binder content by weight of total mix, using viscosity grade Bitumen VG-30 rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed by the Engineer-in-Charge.

M&L for preparation of road surfaces and applying thermoplastic paint of minimum 2.5 mm thick single coat layer as in lines, dashes, arrows etc for road marking with using 'HOT MARK' thermoplastic paint (Hot application), 150/100 mm width, White/Yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, titanium dioxide, calcium carbonate inter fillers, Thermoplastic required for glass beads shall be as per table No 8004 of MORTH specification including spraying of glass beads etc all as per manufacturer instruction complete including taking out old layer of paint complete all as specified and directed by the Engineer-in-Charge.

M&L complete removal of existing road marking and prepare of road surfaces and applying thermoplastic paint of minimum 2.5 mm thick single coat layer as in lines, dashes, arrows etc for road marking with using 'HOT MARK' thermoplastic paint (Hot application), 150/100 mm width, White/Yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, titanium dioxide, calcium carbonate inter fillers, Thermoplastic required for glass beads shall be as per table No 8004 of MORTH specification including spraying of glass beads etc all as per manufacturer instruction complete including taking out old layer of paint complete all as specified and directed by the Engineer-in-Charge.

S&F high intensity grade shedding retro reflective delineator post 75 mm outer dia, heavy duty steel pipe 1.2 m long head cap by hydraulic machine design and hold fast welded on delineator post bottom with one one coat of red oxide paint and two coats of stove enameled paint by heat process and three Nos reflective bands of white, red & yellow colour and covered by 14 gauge net grill and welded complete all as specified embedded in ground in 30x30x40cm deep pit (including excavation and removal of soil) filled with PCC 1:2:4 type B-1(using 20 mm graded crushed stone aggregate) and up to 30 cm high above ground level including necessary form work, removal of old unserviceable delineator complete all as specified and directed by the Engineer-in-Charge.

S&F solar road stud having 3 LED's of colours red/yellow/blue/green tough pressure dia casted aluminium alloy of size 125x125mm of height 20 mm with fixing with epoxy. LED's solar cells battery & light sensor well protected in side under tough unbreakable poly carbonate transparent sheet roof system workable for 3-4 (nights) after full charge in 8-10 hours including removal of old unserviceable stud complete all as specified and directed by the Engineer-in-Charge.

S&F cat eye's dual directional reflective of tough poly carbonate of retro reflective glass beads of colour white/red/yellow side provided with including removal of old unserviceable stud complete all as specified and directed by the Engineer-in-Charge..

S&F in repair Mandatory and Informatory sign board made out of High Intensity prismatic Retro reflective sheeting fixed over 1.5 mm thick aluminium sheet and fixed over back support frame of MS and 25x25x3 mm all rounded mounted on 75x75x6 mm L angle and painted with one coat of primer and 2 coats of synthetic enamel paint of every 30 cm with black and white and post firmly fixed to the ground by means of properly designed foundation with M15 graded cement concrete 45 cm x 45 cm x 60 cm complete all as specified and directed by the Engineer-in-Charge.

S&F in repair polycarbonate glass traffic convex mirror of 120 cm dia and body made up of ABS including all necessary fittings and vertical pole made of 75 mm dia MS of 2.5 mtr height for fixing over and including painted with one coat of primer and 2 coats of synthetic enamel paint of every 30 cm with black and white and post firmly fixed to the ground by means of properly designed foundation with M15 graded cement concrete 45 cm x 45 cm x 60 cm complete all as specified and directed by the Engineer-in-Charge.

M&L for cement concrete 1:2:4 type B1 (using 20 mm graded aggregate) for making platform for delineator including necessary form work complete all as specified and directed by the Engineer-in-Charge.

M&L preparation of new plastered or un plastered surfaces and applying two coats of cement based paint over a coat of cement primer complete all as specified and directed by the Engineer-in-Charge.

SARVJEET ENTERPRISES

M/S BRIJPAL SINGH MALIK

doon infrastructure