Military Engineer Services - Haryana

40377765 tender for special repair to internal roads of certain units at hisar mil station under gehisar.; 1 premix bituminous macadam with broken stone graded aggregate with 4% of paving bitumen binder of vg 30 grade by weight of total mix, ( consolidated thickness 75 mm or less ) laid / rolled and compacted to required gradient and camber using power roller 8 to 12 tonne complete all as specified and directed.note: ( i ) premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by mans of mechanical paver. ( ii ) filler for semi dense asphltic concrete shall be stone dust @ 2% of total mix. 2 m&l for providing bitminous semi dense asphaitic concrete 30mm consolidated thckness with 5.5% bnder content by weight of total mix, rolled and completed to required gradientwith 8 to 12 tonne power roller complete as specified and directed. ( spreading by mechanical paver ) complete as specified and as directed by engr in charge.note : the minimum consolidated thickness will be 30mm.however it may be increased at places to mintain the camber as per the site requirement and nothing extra shall be admissible on this account. the contractor must visit the site before quoting their rates. note: ( i ) premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by mans of mechanical paver. ( ii ) filler for semi dense asphltic concrete shall be stone dust @ 2% of total mix. 3 s&f inrepairs metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of pmma and mounted on 45 / 50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 ( 150x150x300mm ) type b1 complete all as specified and directedmake : oscar or equivalent of dark eye / trafitronics. 4 s&fin repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector of model no. da 972.0 fixed with and incl ms stud of suitable size as per manufactures instructions.make oscar os 785 / equvalent of dark eye complete all as specified and directed. 5 s&f in repair solar cat eye aluminum alloy shall ( 100% water proofing design according to 65 ) of size 125mm x 125mm x 25mm ( shank 65mm ) of high efficiency mono stafie solar panel 2.4v / 0.3 watt one ni ed rechargeable battery ( 1.2v / 1600ma ) consisting of super bright led with 10, 000 to 18, 000 mcd completed as per manufactures instructions etc. all as specified and directed.make : oscar model no os 810 or equivalent of dark eye 6 s & f in repair convex mirror of 130 degreeof viewing angle made of one piece polycarbonate lens size of 0.80mtr dia protect with any type of light ray, not produce toxic fumes if burnt complete eith counting hardware all as specified and as directed by engr in charge. note rate included with excavation and fixed in concrete 1:2:4 of size 300x300x600mm. 7 m&l for 150mm thik soling ( or sub base ) with broken boulders or quarried stone , interstices filled, surface formed and rolled and consolidated to required gradient and cabmer using 8 to 12 tonne road roller complete all as specified and directed. 8 m&l for cleaning and preparing the road surface and marking with reflective thermoplastic white / yellow road marking paint conforming to bis 3262, laid through road marking machine in 2.5mm thick layers of crystalex using 5kg material per square meter by incorporating the white glass beads @ 250 gms / sqm for reflectivity for lines, dashes, arrows, zebra marking etc all as specified and directed. make : asian paints / shalimar paints / berger as approved by ge. note : unit rate quoted by the contractor include for provision of red signals to keep off trafic from green work, cleaning road surface and working during odd hours when trafic is light. 9 m&l for hardcore of broken or boulders of gauge n.exc.63mm deposited and levelled in layers n.exc. 15cm thick watered and rolled / rammed to a true surface complete all as specified and directed. 10 m&l cement concrete 100mm thick 1:4:8 type d 2 using 40mm graded stone aggregate as in sub base of floor complete all as specified and directed. 11 supply and laying of sand including spreading, rammingand leveling in layers n.exc. 25cm thick in each layer complete all as directed. 12 m&l pcc 1:4:8 type d 2 ( 40mm graded agg ) as in foundation, filing & mass concrete complete all as specified and directed. 13 m&l precast ( factory casted ) cement concrete kerb stone casted in pc ( 1:2:4 ) type b 1 using 20mm graded stone aggregates with plan or interlocking joints ( as directed ) with solid blocks, exc 10cm in width and setting and jointed in cement mortar 1:6 complete all as specified and diected. 14 surface excavation not exceeding 30 cm deep and averaging 15 cm thick and getting out in hard / dense soil forroad side berms. 15 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 applying tack coat @ 9 80 kg / 10 sqm putting premix betuminus macadamfilling in screened and graded road metal, watering and well ramming ( incl supply of road metal ) . ( i ) premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by mans of mechanical paver. ( ii ) filler for semi dense asphaltic concrete shall be stone dust @ 2% of total mix. 16 m&lbetuminus premix semi dense asphaltic concrete ( design mix ) 40mm consolidated thickness with binder content vg 30 @ 5.5%by weight of total mix, using2% cement opc 43 grade by wt of total mix as filler material, laying with mechnical paver finisher, rolled and compacted with power roller exc 8 tonne but not exc 12 tonne capacityto required camber and gradient complete all as specified and directed. ( i ) premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by mans of mechanical paver. ( ii ) filler for semi dense asphaltic concrete shall be stone dust @ 2% of total mix. 17 material & labour for repair to pot holes of any depth , not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth andmaking good by applying a tacks coat at 5 kg per 10 sqm, putting in premixed bituminousmacadum , well rammed and sealed withbinder using paving bitumen @ 9.8 kg per sqm bindedwith 0.09 cum of stones chipping 6.3 mm size and again well rammed ( including supply of premixed macadam binderand chippings ) depth of pot holesexc 30 mm all as specifiedand directed by engineer in charge. ( i ) premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by mans of mechanical paver. ( ii ) filler for semi dense asphaltic concrete shall be stone dust @ 2% of total mix. 18 m&l preparing black topsurfacesby brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dirt etc.and applying evenly a priming / tack coat with paving bituminous primer @ 5kg / 10 sqm using vg 10 complete all as specified and directed. 19 scarifying or picking gravelled, macadam or bituminous macadam surface exc 50 mm deep and not exc. 100mm deep in area exc 400 sqmand applying evenly a priming coat of betuminousprimer 10 kg / 10 sqma complete all as directed. 20 m&l for 15cm thick ( completed thickness ) in two layers of 7.5cm each wbm with coarse aggregate of grading 2 ( 63 to 40mm size ) sub base layer and grading 3 ( 50 to 20mm ) base layer, speed, rolled and consolidated to gradientand camber required by using granite or trap all as specified. 21 m&l preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finially fanning the cleaned surface with gunny bags to remove loose dirt etc and applying evenly a priming / tack coat with paving bituminous primer @ 10 kg / 10 sqm using vg 10 complete all as specified and directed. 22 providing and laying 60mm thick factory made chamfered edge cement concrete paver block of m 35 grade with approved colour, design & pattern as in footparth, 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 in path / floors complete all as specified and directed. 23 demolition of cement concrete ( unreinforced ) / cement concrete as in sunken portion / ground floor exceeding 15cm thickness including removing rubbish complete all ass specified and directed. 24 providing and laying 60mm thick factory made chamfered edge cement concrete paver block of m 35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size / shape, made by table vibratory method usingpu mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand;includ 75mm thick pcc 1:4:8 as in sub base complete. 25 manufacturing, supplying and fixing as in repair retro reflective sign boards of any shape, size and area shall be exc 0.5 sqm but not exc 1.5 sqm with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type iv of astm d 4956 01 in blue and silver white or other colour combination including subject matter, message ( bi lingual ) , symbols and borders etc. as per irc ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class 2 of astm d 4956 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c / c to back support frame of m.s. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 nos. m.s. angles of size 35x35x5 mm to a vertical post made up to m.s. tee section ismt 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing m.s. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint ofrequired shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer ( vertical ms tee support to be painted in black and whitecolours ) .backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of engineer in charge....

Public Works Department - Haryana

31980599 tender for road safety equipment on bhagalpuri / savitri chowk beri in jhajjar district. 1 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes.note: 1. a sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. any laitance and / or curing compound to be removed where paint is required to be applied on concrete surface2.cost of painter is already included in hire charges of road marking machine ( hsr 34.26 ) 2 mandatory sign board 900 mm circular as per irc 67 2012 with retro reflective sheeting as per astm d 4956 09 and as per irc 67 2012 fixed over 4 mm thick aluminium composite material ( acm ) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c / c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to is 4923 without cost of definition plate firmly fixed to ground in foundation concrete m 25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of mort&h specifications. supplier shall provide a warranty as per clause 6.9 of irc 67 2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in india condition conforming to clause 6.7 of irc 67 2012 ( hsr 34.6.2 ) 3 cautionary sign board 900x900x900mm triangular as per irc 67 2012 with retro reflective sheeting as per astm d 4956 09 and as per irc 67 2012 fixed over 4mm thick aluminium composite material ( acm ) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c / c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to is 4923 without cost of definition plate firmly fixed to ground in foundation concrete m 25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of mort&h specifications. supplier shall provide a warranty as per clause 6.9 of irc 67 2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in india condition from an independent test laboratory conforming to clause 6.7 of irc 67 2012 ( hsr 34.4.2 ) 4 providing and fixing of standard metal delineator as per irc 79:2019 consisting of retro reflective area in white colour using microprismatic retro reflective sheeting on each side conforming with irc 67 2012 and meeting the coefficient of retro reflection values as per class c table specification. the delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. the structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. the delineator shall have grooves across the length to make the reflective sheet vandal proof. the delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. the product shall be provided with 3 year outdoor warranty report tested in india condition as per irc 67: 2012 requirement.in case of soft ground, a proper foundation may be provided as per approved design. in case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. ( hsr 34.37 ) 5 supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate / abs moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ astm e 809 & astm d 4280. the detailed specifications and the product shall conform to astm d4280 and astm e 809. the raised pavement marker shall also meet all the testing conditions of astm d4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the rpm body. the marker shall support a load of 13635 kg tested in accordance with astm d4280. the marker shall withstand flexural strength of 909 kg force in accordance with astm d4280. marker lenses shall be moulded of polycarbonate or methyl methacrylate conforming to astm d788. the supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of mort&h 5th revision specifications. ( hsr 34.34 ) 6 providing and applying tack coat with penetration grade bitumen vg 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per technical clause 503 of mort&h specifications ( based on hsr 17.26.2 ) 7 providing and laying bituminous macadam 80 mm thick with using drum type hot mix plant / 100 120 tph batch type hot mix plant crushed aggregates of specified grading premixed with bituminous binder vg 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of mort&h specifications. ( hsr 17.27.2 ) note: if bitumen required is this account more than 3.40% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. 8 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than75 tonne per hour, with bituminous binder vg 10 @ 1.46 kg per sqm, laid with paver finisher mechanical androlling with a smooth wheeled roller 8 10 tonne capacity, finished to required level and grades complete as per technical clause 510 of mort&h specifications. ( based on hsr 17.33.1 ) 9 providing and laying of premix sand seal coat premixed in continuous type hmp of appropriate capacity not less than 75 tonnes / hours using specified fine aggregates and penetration grade bitumen @0.68 kg / sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of mort&h specifications. ( based on hsr 17.36.3 ) ...