PROVN OF INTERNAL ROAD FROM STN BUS PASS CELL TO COOK HOUSE AND RATION STORES OF TPT CO, SUB DEPOT OF FOD AND SPECIAL REPAIRS TO INTERNAL LINK ROAD IN DEPOT AREA OF FOD UNDER GE (NORTH) BATHINDA AT BATHINDA MILITARY

Amount

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / loose soil.

Rolling and consolidating formation surface (in cutting ) with power roller 8 to 12 tonne, including illing in soft spots depression etc, which occur during rolling (for portion coming in cutting original ground only) to required camber and gradient etc including watering before or during rolling all as directed.

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.

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 requried gradient and camber etc complete all as specified and directed. Note : If work is required to be carried out in two layers each layer shall be measured separately)

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 excceds 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 30.00 per Kg. The cost of transportation of material and testing chrges shall be borne by the Contractor.)

M&L for painting lines, dashes, arrows, letters, marking etc of 2.0 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'.

Continuous brick edging; using old size burnt clay sub class 'B' bricks with width equal to the width of the brick, laid dry on end vertically.

Removing excavated soil to a distance not exceeding 50 mrtres and depositing where directed at a level not exceeding 1.5 m above the starting point.

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 30.00 per Kg. The cost of transportation of material and testing chrges shall be borne by the Contractor.)

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. 30/- per Kg. The cost of transportation of material and testing charges shall be borne by the contractor.

S & F in repairs delineator 1200mm long made of 2mm thick steel sheet rectangular OD size 75 x 100mm. Bottom plate 2mm thick of size 150 x 150mm for firm grip welded to base. Top end closed with 2mm steel sheet. At top on both sides diamond grade cube corner micro white reflector of size 75 x 125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white reflective sheet of width 225mm by keeping black coat as as bands for greater night visibility. All coated with heat process and baked to 120°C or powder coated to make all weather resistant and fixing in cement concrete 1:2:4 with size of block 450mm x 450mm x 600mm deep including earthwork complete all as specified and directed. Note :- The rate of PCC & earth work is included in this item and nothing shall be paid extra. Make :- CAT part No. GPL-11-16 of Make :- Greenlite or equivalent make of 3M/ Dark eye.

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

M/s Azure Infrastructure Construction Co.

rkkataria and sons

FAIR DEAL CONSTRUCTION CO