SPL REPAIRS VIKRAM BATRA ROAD FROM CANAL ROAD JUNCTION TO ARMY AVN SQN R AND O MAIN GATE AT BATHINDA MIL STN

Amount

Supplying, laying & spreading upto 75 mm thick (consolidated thickness) premix bituminous macadam filling in depression (using 20 mm graded stone aggregate) in single layer with using mechanical paver using paving bitumen (VG-30) @ 4 % by weight of total mix with job mix formula, laid / rolled and compacted / consolidated to required camber and gradient with 8 to 10 tonne power roller to a uniform smooth surface etc complete all as specified and directed. Note :- (i) The job mix formula shall be approved by GE. (ii) 4.0% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds the 4% as mentioned above, no plus price adjustment shall be made. If the quantity of bitumen required as per job mix formula works out less than 4.0%, the recovery of the supply only bitumen shall be effected @ Rs. 60/- per Kg. The cost of transportation of material and testing charges shall be borne by the contractor. (iii) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work

Preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc including removing the mud etc to a distance minimum 1.5 m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) @ 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism including Supplying, laying, spreading 30 mm consolidated thickness of semi dense asphaltic concrete with Job mix formula using paving bitumen (VG-30) at the rate of 5.5% binder content by weight of total mix using mechanical paver for leveling within the specified tolerance as specified in SSR Part - I, rolled and consolidated to required camber and gradient with power roller for uniform smooth surface etc complete all as specified and directed by Engineer-in-Charge. Note :- (i) The job mix formula shall be approved by GE. (ii) 5.5% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds 5.5% as mentioned in Schedule A / BOQ during job mix formula, no plus price adjustment shall be made. If the quantity of the bitumen required as per job mix formula works out to less than 5.5% the recovery of the supply only bitumen shall be effected @ Rs 60/- per Kg. The cost of transportation of material and testing charges shall be borne by the Contractor.) (iii) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work .

M & L for laying average 100mm thick (compacted thickness) Wet Mix Macadam (WMM) with crushed stone aggregate of specified grading by using mechanical paver, rolled and consolidated to required camber and gradient complete all as specified and directed.

Preparing WMM 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 etc & applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) @ 10 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism complete all as specified and directed by Engineer-in-Charge.

Supplying, laying, spreading 40 mm consolidated thickness of semi dense asphaltic concrete with Job mix formula using paving bitumen (VG-30) at the rate of 5.5% binder content by weight of total mix using mechanical paver for leveling within the specified tolerance as specified in SSR Part - I, rolled and consolidated to required camber and gradient with power roller for uniform smooth surface etc complete all as specified and directed by Engineer-in-Charge. Note :- (i) The job mix formula shall be approved by GE. (ii) 5.5% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds 5.5% as mentioned in Schedule A / BOQ during job mix formula, no plus price adjustment shall be made. If the quantity of the bitumen required as per job mix formula works out to less than 5.5% the recovery of the supply only bitumen shall be effected @ Rs 60/- per Kg. The cost of transportation of material and testing charges shall be borne by the Contractor.) (iii) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work .

Scarifying or picking gravelled macadam or bituminious macadam exceding 50mm and not exceeding 100mm deep complete all as specified and directed by Engineer-in-Charge.

Repairs to potholes any depth exceeding 30mm and of area not exc 1 Sqm 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 and applying tack coat @ 5 kg per 10 sq m of paving bitumen (VG-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen (VG-30), blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed, depth of pot holes exceeding 30mm. Note: (i) Pot holes shall be marked and checked by Engineer-in-charge. 100% quantity before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. (ii) Rate quoted by contractor shall deemed to be including of supply of premixed macadam binder and chippings.

M&L for painting lines, dashes, arrows, letters, marking etc of 3.0 mm thick film on new surfaces or previously treated road surfaces with hot applied retro reflective thermoplastic road marking paint (White / Golden yellow) conforming to MORT&H (clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 degree C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surfaces before applying the paint complete all as specified and directed. Make : Automark or equivalent make

All as per ser item No.8 But including removal of existing road marking paint.

S&F in repairs two way (dual direction) reflective road cat eye of plastic body of dimensions 100mmx 110mm x 20 mm with red / amber / white reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying excessive pressure and additional fixed with 12 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete all as specified and directed by Engineer-in-Charge. (Model No DA-52 of make Dark eye or equivalent make of 3M/ Greenlite)

S&F in repairs solar road stud having 3 LED of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of size 125 x 125mm or 120 x 130mm with built in stem of suitable length for fixing with epoxy, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs. (Cat part No DA-110/SOLAR STUD DHRUV of Make Dark Eye or equivalent Make of 3M/ Greenlite

S&F in repairs dual direction delineator 600 mm long made of 16 gauge MS rectangular pipe of size 25 x 68mm, pipe stove enameled and baked to 120 degree Celsius or powder coated, head made of ABS plastic rectangular moulded with flat face provided with high intensity prismatic reflector of colour (white/yellow/red) of size 100 x 125mm with additional 2 reflective strips of 25mm wide, shade as approved by GE and fixing in cement concrete (1:2:4) type B1 using 20mm graded stone aggregate with size of block 300mmx300mmx350mm deep including excavation and earth work in any strata complete all as directed by Engineer-in-charge. Note: - The rate of PCC & earth work is included in the unit quoted rate. (Cat part No GPL-UBPH-11-56 of make Greenlite or equivalent make of 3M/ Dark eye)

Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc, laid, bedded and pointed in any mortar.

M & L 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub base, complete all as specified.

M&L for machine pressed precast concrete interlocking paver block 60 mm thick with grey cement and pigment (coloured), ISI marked factory made, any shape and size, conforming to IS 15658-2006, made out of M-35 grade concrete laid over and including 25 mm thick layer of sand complete all as specified.

M & L cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in coping, packing around interlocking paver blocks complete all as specified.

M & L factory made precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone, quion block, apex stones etc, set in cement mortar (1:4) including formwork weathering, slightly rounded or chamfered angles and throating including taking down old kerb stone all as specified and directed. Note:- Excavation and earthwork included in the rate quoted.

M & L for preparation of new or previously treated/untreated concrete surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint in different tint complete all as specified.

Excavation over areas, not exceeding 1.5 mtr deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Returning filling in path with excavated soil of any tpe including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge.

Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

Supplying, laying & spreading premix bituminous macadam filling (consolidated thickness) as in speed breaker/ speed bump as required shape and size in single layer with using mechanical paver using paving bitumen (VG-30) @ 4% by weight of total mix with job mix formula. laid/ rolled and compacted / consolidated to required shape and size to a uniform smooth surface etc complete all as specified and directed by Engineer-in-Charge.

M & L for framed work for sign board or any other structure/ position made out of stainless steel chromium plated round/ square pipes 304 grade, cut to shape including bending, welding, drilling, gusset plates and riveting complete all as specified and directed by Engineer-in-Charge. Note:- Rate in including for necessary accessories as required at site including leg/ post embedded in PCC block of size 40cm x40cm x 50cm in cement concrete (1:2:4) type B-1 using 20mm grades stone aggregate including necessary excavation and earthwork compete all as specified and directed by Engineer-in-Charge.

Supply and fixing aluminium composite panel sheet 6 mm thick used for informatory/ cautionary/ warning sign board for road safety features etc, fitted/ framed in steel pipe frame including fixing arrangements complete all as specified and directed by Engineer-in-Charge. Note:-Steel frame, legs, letter writing shall be measured and paid separately under appropriate item of BOQ.

M & L for writing letters or figures, arrows, Bldgs layout computer cut ( Block Roman) , italic or Indian width 25 mm and height not exceeding 100 mm as directed by Engineer-in-Charge, made out of retro reflective luminous tape as per IRC standard, in approved colour, pasted firmly without appearance/ sign of bubbles on aluminium sheet complete all as specified and directed by Engineer-in-Charge.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ

JB Infrastructure

M/s Azure Infrastructure Construction Co.

FAIR DEAL CONSTRUCTION CO