Tender For Road widening and beautification work from Gaughat to Sadar Bazar in Mathura district - Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift2.2.1All kinds of soil 2 Cartage /Disposal of Earth from3 km as directed by the Engineer-in-Charge(Rates includes royalty of earth but excluding cost of earth.) 3 Providing, laying spreading & compactingof granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoRT&H clause 401 &as directed by Engineer Incharge including all machinery charges &including all labour, T&P etc required for proper completion of the work.. 4 Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406. 5 Providing and applying Prime coat with bitumen Emulsionusing Bitumen pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 6 Providing and applying tack coat bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surfacecleaned with mechanical broom. 7 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hous using crushed sggregates of specified grading, premixed with bituminous binder VG-30 @ 4.25 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 507 complete in all respects. 8 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fnisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achiev ethe desired compaction as per MoRTH specifications Clause no. 509 complete in all respects. 9 Brick edging on both side of the road of M-150 brick 8cm. (3) wide and 12cm (4½) deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-in-Charge. 10 Supply & Laying of precast Interlocking tiles of thickness 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand as per design approved by Architect or Engineer-in-charge all complete work.(rubber mould)100 mm Rubber Molded ordinary Tile 11 100 mm Rubber Molded coloured Tiles 12 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 13 Reflective Raised Pavement Markers(Cat eye/Road stud). 14 Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. 15 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).11.20.2 Medium shade pigment using 50% white cement 50% Grey cement. 17 Flexible Median Markers(FMM). 18 Supply and fixing of decorative arm bracket madeout of GI Pipe dia Mm arm leanth 600 mm each side with suitable sleeve for pole top dia’’ and bracket will be complete with polyurethane painted as per given colour shadeas per direction of E/I 19 Supply & Laying of 16 sq.mm 4 core aluminium conductor PVC insulated, armoured, sheathed cable, 1100 volts grade at a depth of 600mm below ground leveldirection of E/Ic (PWD SOR-501-T)2016( polycab/ KEI/ grandlay Make). 20 Supply & Laying of 4 sq.mm 2 core flat twin aluminium cable PVC insulatedcomplete with labour,T&P as per direction of E/I 21 Supply and burring of safe earthing electrode T-19 Zn-Zinc coated, length up to 2000 mm., outer pipe 48.4 mm. x 3.2 mm., inner pipe 26.9mm.x2.6 mm., terminal dia. 12 mm., coating 80-100 micron filled with crystallinc conductive mixture (CCM) having anti corrosive & conductive properly with 50 kgs. activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of25x3 G.I. strip will be extra). Make : As approved in U.P. P.W.D. & C.P.R.I. certified. PWD SOR 2017-18 S.I. No. 725-B 22 Supply and Fixing Following Capacity of automatic street light cubicle control panal painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC Fuse, isolating switch Metering instrument & instrument box with CTs etc. in case of TPN, Complete in all respect. 40 A TPN. SOR No. 807 (F)II 23 Supply and fixing of steel tubular pole11.0 metre long designated 410 SP55 in 1 : 3 :6 cement concrete foundation including excavation back filling etc. complete in all respect. 24 Painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respect. SOR 2018 S.I. No. 634 25 Supply and fixing of M.S. box of size 480mm x 480mm x 200mm deep in sunk for housing BDB/TPN fabricated from 16 gauge M.S. Sheet and 13mm x 2.5mm flat iron etc. painted outside with red oxide primer and inside with synthetic enamel paint complete in all respect. PWD SOR 2018 Si No. 1114 A 26 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respect.PWD SOR 2016 S.I. NO. 1424 CAT-AAA (philips Make only). 27 Supply,Fixing and Testing of PVC Covering 2 Mtr. High around the pole complete as per diirection of Engineer in charge.
