RESURFACING OF ROADS AND REPAIR/REPLACEMENT OF ROAD FURNITURE AND OTHER CONNECTED ITEMS UNDER AOR AGE B/R OF GE SAMBA AT

Amount

Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed.

Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified & directed.

Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified.

Material and Labour for 150 mm thick (spread thickness) soling with broken boulders or quarried stones of range 100mm to 50mm, interstices filled, surfaces formed and rolled with power roller 8/12 tonne and consolidated to required gradient, complete all as specified.

Material and Labour for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) (granite, basalt or trap) in two layers of 75mm consolidated thickness each with coarse aggregate of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

All as per Srl item No 5 here in before but except material complete all as specified and directed.

Material and Labour for Preparation of Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 10 Kg per 10Sqm of road surface complete all as specified and directed.

Material and Labour for Preparation of existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface, complete all as specified & directed.

Material & Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen (VG-10) @ 4% by total mix laid by self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.

Material and Labour for bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.

Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters exceeding 10cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed.

Material and Labour for 75mm thick PCC 1:3:6, nominal mix, type C2, using 40mm graded stone aggregate as in sub base, surface finished finished even & rough, complete all as specified.

Material and Labour for Sand filling under floors including watering, ramming and rolling, complete all as specified.

Material and Labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade With Grey cement and pigment, complete all as specified.

Material and Labour for PCC 1:2:4, type B-0, using 12.5mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs stone, plinth courses and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

Demolition of cement concrete of any description in any position not otherwise specifically provided for, complete all as specified.

Material and Labour for Cement concrete work in pavement/hard-standing of flexural strength 40 kg per square centi-metre in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less, complete all as specifed & directed.

Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified.

Material & Labour for forming Construction joints 30mm deep x 10mm wide, filled with sealing compound grade ‘A’, complete all as specified & directed.

Material and Labour for forming 12mm thick Expansion joints filled with pre-formed bituminious filler and top 30mm primed and sealed with sealing compound Grade ‘A’, thickness of concrete slab 150mm, complete all as specified & directed.

Material & Labour for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade ‘A’, complete all as specified & directed.

Supply and fixing of solar road delineator 6 LED of colour red/yellow housed in an aluminium body LEDs solar cell battery and light sensor well projected inside polycobonate sheet diving protected with powder wire mesh cage system mounted over 47mm dia steel tube powder coated of lenght 1000mm having sheet foot of 150x150 CRC 118mm gauge plate and PCC 1:2:4 type B-1 (20mm graded aggregate) embedded size 30x30x45cm including necessary earth work in replacement of damaged reflector complete all as specified and directed.

Supply and fixing of yellow or black readymade rumbles speed breaker/bump with two highly reflective reflectors moulded in PMMA materials are welded /fitted with ABS plate through ultrasonic welding process, size of speed bump, length500mm, width 340 to 350mm x height 45-50mm, fixed with epoxy adhesive sealing compound and suitable for fixing with 4 steel zinc plated 12x120mm nails as per manufacturers instruction and all as specified and directed.

Supply and fixing in repair solar cat stud having 3 LEDs of colours red/yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminum alloy shall (100% water proofing design according to 65) of size 120mm x 130mm of height 20mm with built in stem nail 20mmx50mm long for fixing with epoxy, LEDs, solar cells, battery & light sonsor well protected in side under tough unbreakable polycarbonate transparent sheet roof, system workable for 2-3 days (nights) after full charge in 8-10 hours, high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed

Supply and fixing in repair road safety convex mirror made up of polycarbonate reflective with hood for road turning, intersection, curves, 'T' junction, etc unbreakable & strong, mounted on and body made of ABS/fibre/plastic of size 100cm dia fixed over & including 80mm bore MS pipe of 2.4 metre length duly powder coated fixed with adjustable clamp, pole fixed in plain cement conrete 1:2:4 type B-1 (using 20mm graded stone aggregate) block of size 450x450x450mm including necessary excavation & earthwork, complete all as specified and directed. Note: i) Mild steel base plate of size 250mmx250mmx3mm thick shall be welded at bottom of pole. ii) All steel & iron surface other than powder coated shall be painted with two coats of synthetic enamel paint of approved tint over a coat of red oxide zinc chrome primer.

M/S VIRENDERA BUILDERS

M/S GUPTA TRADING CO

s k construction co