REPAIR TO CERTAIN ROADS, POT HOLES AND MISC ROAD WORK IN AOR UNDER GE (S) BATHINDA AT BATHINDA MIL STN

Amount

Repairs to potholes 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.

All as per item No. 01 but size of pot hole n. exc 0.25 Sqm each at following locations in the AOR B/R-I under GE (S) Bathinda as directed by Engr-in-Charge Ser No. Location Approx Qty (a) Choudhary Marg to Salaria Chowk 11 (b) Salaria Chowk to EW Chowk 26 (c) EW Chowk to EWE Bn 20 (d) Salaria chowk to Darshan Chowk 14 (e) Darshan Chowk to AD Bde Chowk 27 (f) EW Chowk to AD Bde Chowk 13

All as per item No. 1 but size of pot hole exc 0.25 Sqm and n. exc 0.50 Sqm each at following locations in the AOR B/R-I under GE (S) Bathinda as directed by Engr-in-Charge Ser No. Location Approx Qty (a) Choudhary Marg to Salaria Chowk 10 (b) Salaria Chowk to EW Chowk 12 (c) EW Chowk to EWE Bn 10 (d) Salaria chowk to Darshan Chowk 12 (e) Darshan Chowk to AD Bde Chowk 22 (f) EW Chowk to AD Bde Chowk 11

All as per item No. 1 but size of pot hole exc 0.50 Sqm and n. exc 0.75 Sqm each at following locations in the AOR B/R-I under GE (S) Bathinda as directed by Engr-in-Charge Ser No. Location Approx Qty (a) Choudhary Marg to Salaria Chowk 09 (b) Salaria Chowk to EW Chowk 10 (c) EW Chowk to EWE Bn 08 (d) Salaria chowk to Darshan Chowk 10 (e) Darshan Chowk to AD Bde Chowk 23 (f) EW Chowk to AD Bde Chowk 10

All as per item No. 1 but size of pot hole exc 0.75 Sqm and n. exc 1.00 Sqm each at following locations in the AOR B/R-I under GE (S) Bathinda as directed by Engr-in-Charge Ser No. Location Approx Qty (a) Choudhary Marg to Salaria Chowk 10 (b) Salaria Chowk to EW Chowk 16 (c) EW Chowk to EWE Bn 10 (d) Salaria chowk to Darshan Chowk 26 (e) Darshan Chowk to AD Bde Chowk 49 (f) EW Chowk to AD Bde Chowk 24

Note for item No. 1:- Location of pot holes are tentative and may change as directed by Engineer-in-Charge.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sq. M and depth not exceeding 50 mm deep complete all as specified.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sq. M and depth exceeding 50 mm and not exceeding 100 mm complete all as specified.

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 .

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 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'.

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 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 ABS plastic Speed breaker/ bump in parabolic convex shape of size 350 x 250 x 50 mm thick , highly resistant to severe traffic impacts and harsh weather conditions, dovetail interlocking sub units, jointed and fixed to make the bump perfectly uniform, bump made out of precoloured material (black/ yellow) and UV stabilizer to keep them perfectly colourful, studded with 02 Nos reflectors on either side to make it clearly visible motorists during night hours, fixing with 04 Nos metalic bolts in each and fixing the same on road with 12 mm dia 120 mm long Zink plated steel bolts and adhesive complete all as per Dark eye model No DA-1005 or equivalent model of 3M/ Asian Loto/ Greenlite.

S&F ABS plastic Speed breaker/ bump in parabolic convex shape of size 500 x 375 x 50 mm thick , heavy duty, highly resistant to severe traffic impacts and harsh weather conditions, dovetail interlocking sub units, jointed and fixed to make the bump perfectly uniform, bump made out of precoloured material (black/ yellow) and UV stabilizer to keep them perfectly colourful, studded with 02 Nos reflectors on either side to make it clearly visible motorists during night hours, fixing with 06 Nos metalic bolts in each and fixing the same on road with 12 mm dia 120 mm long Zink plated steel bolts and adhesive complete all as per Dark eye model No DA-1008 or equivalent model of 3M/ Asian Loto/ Greenlite.

M&L for preparing old plaster or concrete surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint complete all as specified.

M&L for stainless steel framed work of pipes, hollow square/ rectangular sections , angles, Tees, flat including gusset plates etc and welding and or riveting etc as required as in frame work for sign boards, railings, grills and other similar work etc complete all as specified.

M & L 3 mm thick ACP sheet of any colour as approved one side covered with retro-reflective sheet and with necessary fixing arrangements and writing /printing letters, numbers, comma, dashes, etc with retro-reflective tape, cut to size ( Block, Roman, Italic or Indian) not exc 30 cm high complete all as specified and directed.

M & L 3 mm thick ACP sheet of any colour as approved both side covered with retro-reflective sheet and with necessary fixing arrangements and writing /printing letters, numbers, comma, dashes, etc with retro-reflective tape, cut to size ( Block, Roman, Italic or Indian) not exc 30 cm high complete all as specified and directed.

M & L for PCC (1:2:4) type B2 using 40mm graded stone aggregate in foundations, filling and mass concrete etc complete all as specified.

Excavating in post holes or similar holes each not exc 0.50 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25cm watering and ramming surplus soil to a distance not exc 50m and making good as in soft/loose soil complete all as specified.

GARG INFRA PROJECTS