SPL REPAIR OF ROAD FROM AT T JN ARMY AVN OFFR MESS TO MAIN GATE OF WEU APPROX 1300 M UNDER GE N BATHINDA AT BATHINDA MIL

Amount

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 40/- 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 .

Repairs to potholes any depth, not exceeding 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 filling in screened and graded road metal, watering and well ramming (including supply of road metal)

Repairs to potholes not exceeding 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 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.

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. 40/- 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 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 given in Appx 'B'.

All as per item No. 5 here-in-before but including removal of existing road marking paint complete

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 exessive 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 enamelled and baked to 120 degree celcius 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 and removing debris from the site complete all as specified.

M & L for 100 mm thick PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base of floor etc complete all as specified.

M&L for machine pressed precast interlocking paver block 60 mm thick with grey cement and no pigment, 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 C-1, 1:3:6 (20mm graded stone aggregate) as in coping, packing around interlocking paver blocks complete all as specified.

M & L for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in kerb stone of size as directed of any thickness, size or shape including chamfers weatherings, throating etc. including necessary form work and set in CM (1:4) complete all as specified.

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

Removing excavated soil to a distance exceeding 250 mtr but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.

Rolling and consolidating formation surface in cutting etc complete with power roller 8 to 12 tonne complete all as specified.

M & L for soling (or sub base) 150 mm thick (spread thickness) with crushed/broken boulders or quarried stone, interstices filled, surface formed and rolled with 8 to 12 ton power roller and consolidating to required camber and gradient complete all as specified and as directed.

M & L for 150mm thick (compacted thickness) Wet mix macadam (WMM) laid in two separate layers each layer of 75mm thick with coarse aggregates of granite, trap or basalt of grading 2 (63mm to 40mm size) or of grading 3 (50mm to 20mm size), 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 directed.

Preparing WMM 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 loose dirt/ 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) @ 10 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism including 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 levelling 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 40/- per Kg. The cost of transportation of material and testing charges shall be borne by the Contractor.)

AP BUILDERS

ABHINANDAN ENTERPRISES