SPECIAL REPAIR OF ALL INTERNAL ROADS PAVER BLOCKS INCLUDING ROAD FURNITURE FOR OTM ACCN OF 21 FD WKSP COY IN OD COMPLEX, OFFRS AND JCOS/ORS MD ACCN MANOJ PANDEY COMPLEX, MD ACCN OF 997 AD REGT WKSP, OTM ACCN OF 112 ENGR REGT WKSP AND MD ACCN OF 4001

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, depth not exceeding 50 mm complete all as specified and as directed.

M&L for 75 mm thick (Compacted thickness) WBM with coarse aggregates (lime stone/ sand store, flint or quartzite) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 to 20 mm size), blinded with screening of hard stone of grading ‘A’, spread, watered and rolled with 8 to 12 tonne power roller, hollows made up to form true surface and consolidated to required gradient and camber etc, complete all as specified and as 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 surface with air compressor through air jet to remove all loose dirt etc and applying evenly a priming/tack coat of paving bitumen primer of grade VG-10 at the rate of 10 Kg per 10 Sqm of surface by sprayer operated on hot pressure mechanism complete all as specified and as directed.

M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller complete all as specified and as directed. Note : Job mix formula of premix bituminous macadam shall be approved by GE.

M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressor through air jet to remove all loose dirt etc complete all as specified and as directed.

M&L for applying evenly a priming/tack coat of paving bitumen primer of grade VG-10 at the rate of 5 Kg per 10 Sqm of surface by sprayer operated on hot pressure mechanism complete all as specified and as directed.

M&L for providing, laying, spreading 30mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled drum type hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) The work shall be executed as per design mix approved by GE. (ii) Paving bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, providing and laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (iv) Bituminous concrete shall be mixed in drum type hot mix plant, transported from plant to work at site and laid/spread by means of mechanical paver finisher. (v) Filler for bitumen concrete shall be OPC grade @ 2% of total mix. (vi) Contractor shall quote his rate on the basis of binder as mentioned in this item. If there is any minus variation in the actual binder content used as per design mix approved by GE, the rate shall be adjusted as per invoice submitted by contractor per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than as specified in this item.

M&L for bitumen surfaces of thermo plastic road marking 1.5-2 mm thick painting (centre lines, dashes, arrows, letters etc on new or previously treated road surfaces) with road safety spikeries glass beads including preparation of new or previously treated road surfaces and applying road marking paint of approved colour confirming to BS 3262-1989 with using special applicator machine with heating arrangement complete all as specified and as directed.

Supply and fixing cat eye reflective type of metal body alloy of size 110mm x 120mm x 24mm with PAMA striplens reflector fixed with and including MS stud of suitable size as per manufacturer’s instructions including dismantling and taking out old unserviceable / broken road stud / cat eye of any type complete all as specified and as directed.

S&F Solar Stud of size 125mm x 125mm x 25mm (shank 65 mm), aluminium alloy shell, electronically operated automatically turns ON at night and turns OFF at day, high efficiency mono crystalline solar panel 2.4 V / 0.3 Watt, one Ni-Mh or Ni-Cd rechargeable battery (1.2 V / 1600 MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000m, flash rate 2 Hz, capable to withstand weight upto 10 tonne, unbreakable poly carbonate clear facing designed for maintenance free operation, 100% water proof design according to IP-65, Red or Amber colour, including dismantling and taking out old unserviceable / broken solar stud of any type complete all as specified and as directed.

S&F Solar delineator made out of polycarbonate four ultra bright flashing LEDs which give 360 degrees viewing, available in red and yellow colours, special base for mounting on cone, pole etc high quality reflactive solar panel to maximize sun absorption and operating time 3-4 consecutive days (with full battery charge), high intensity retro reflective band of 1" width for extra visibility and mounted on 50mm dia mild steel pipe of 1010mm height duly powder coated with anti theft steel net for reflactor protection including delineator shall be fixed in plain cement concrete 1:2:4 Type B1 (using 20mm graded stone aggregate) block of size 15x15x30cm deep, including necessary excavation & earthwork, complete all as specified and as directed including dismantling and taking out old unserviceable/broken delineator of any type.

S&F road safety Convex Mirror of size 800mm dia made of one piece polycarbonate lens with hood for road turning, intersection, curves, ‘T’ junction, etc, unbreakable & strong, mounted on & including 2.0 metre long vertical pole made out of 75mm bore mild steel medium grade pipe duly powder coated, fixed with adjustable clamp, pole fixed in plain cement concrete 1:2:4 Type B1 (using 20mm graded crushed stone aggregate) block of size 30cmx30cmx45cm deep including necessary excavation & earthwork, complete all as specified and as directed including dismantling of old unserviceable/broken mirror with pole of any type & size.

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

Removing excavated soil/material to a distance not exc 50m and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and as directed.

M&L for hardcore of broken stone or boulders, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved by GE confirming to IS 15658-2006 with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified & as directed. Note : Shape of paver blocks shall be as approved by the GE.

M&L for providing 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 complete all as specified & as directed.

S&F metal tubular delineator with ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA (Polymethyl Methacrylate) and mounted on mild steel pipe of 50mm dia duly powder coated, anti rust & anti theft steel net, overall 600mm height, delineator shall be fixed in plain cement concrete 1:2:4 Type B1 (using 20mm graded crushed stone aggregate) block of size 300x300x350mm deep, including necessary excavation & earthwork, complete all as specified and as directed including dismantling and taking out old unserviceable / broken delineator of any type.

S&F in repair retro reflective informatory sign board of size exx 75x90cm but n exc 90 cm x 120 cm as per IRC made out of high intensity reflective grade sheeting fixed over aluminium sheeting 1.5-2.00 mm framed with 25 mm stainless steel SS 304 grade square tube supported on stainless steel 40 mm dia pipe 3 metre length with letter with fixing redium letter of size 3-5 inch as Name, location, arrow etc of size all as directed by Engineer-in-Charge and fixed pole including excavation in post hole any type of soil with PCC 1:2:4 type B1 (using 20mm graded stone aggregate) foundation shall be 45x45x60 cm and removal of excavated material to a distance n exc 50 metre complete all as specified and directed by Engineer-in-Charge.