Mathura Vrindavan Development Authority Tender

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.

Providing and applying Prime coat with bitumen Emulsion using Bitumen pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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.

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.

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.

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.

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

100 mm Rubber Molded coloured Tiles

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.

Reflective Raised Pavement Markers(Cat eye/Road stud).

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.

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).

Flexible Meadian Marker As per IRC 79:2019 : Flexible Meadian marker (FMM) should be used for improving median visibility during dark hours. Use of median marker provides safety against collison happening with meadian during night time , or severe weather . flexible median marker shall be provided with fluorecent yellow color retro- reflective sheeting type XI as per IRC: 87 . flexible median marker shall be tough , high impact resistant , injection -molded , thermoplastic body with property of flexibilty to provide high durability and U shape structure having rebound \ bounce back properly . the sheeting shall be of type XI conforming to IRC: 67 and it should be on both the face where by providing maximum reflectivity at i anger distance with adequate durability. the logo of manufacture shall be embossed on either side of the body during the injection molding process . FMM shall be fixed by combination bf epoxy adhesive and grouting /drilling on concrete medians or property constructed solid meadian Height. The marker height shall be minimum of 180mm. width 120mm and body thickness: 6.5mm .the shanks shall not be less than 20mm and depth shall not be less than 30mm Reflective area: shall not be less than 90cm square . proof of the same report shall be uploded which quoiting tender . The body FMM shall be bounce back to its original postion of after 750 number of hits using pendulum of 1.8kg conforming 40 ASTM D 256 adhesion between the body and outer casing body of FMM shall with stand 50kg I tensile loads conforming to ASTM D638 method. The rate shall include all materials , labour, T$P, Transpotation, installation and incidentals all complete as per direction of the Engineer-in- Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) sqm 166.85

EXTERNAL ELECTRIFICATION

Supply and fixing of decorative arm bracket made out 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 shade as per direction of E/I

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 level direction of E/Ic (PWD SOR-501-T)2016( polycab/ KEI/ grandlay Make).

Supply & Laying of 4 sq.mm 2 core flat twin aluminium cable PVC insulated complete with labour,T&P as per direction of E/I

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 of 25x3 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

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

643 Supply & fixing of 8mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 135 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.

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

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

Supply and fixing of LED Street light Fitting having 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).

Supply,Fixing & Testing of .hgtPanni