Tender For Misc. Repairing Works In Xen (M And P) And Other Jpd Bldgs. At Tonk City.-- 1 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.(B-1.31) 2 E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in whichor 10 sum on plan) inc lading dressingof sidesand ramming of bottoms, lift up to 1.5 m, including taking outthe excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. (B-1.8) 3 P & L in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level. (A) 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone aggregate 40mm nominal size.) (B/3.1.6) 4 (B)M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size).(B/3.1.1) 5 RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand). (B/6.1.6) 6 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).. (B-9.9) 7 P & L in position specifed grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1: 3 (1cement : 3 coarse sand) and making good the joints & cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix /Design Mix.(B-4.1) 8 C & S with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for superstructure up to floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintl, beam etc.(B-4.10.2) 9 P & F reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS:1139). (B-4.13.2) 10 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished. (A) 20mm thick. (B-12.3.2) 11 (B) 12 mm thick. (B-12.3.3) 12 Painting with synthetic enamel paint of approved brand and manufacture to give and even shade : (A) Two or more coats on new work. (B-12.46.1) 13 P & F precast cement concrete coping 1:2:4 mix 50 mm thick copmlete as per specification : (B-3.8) 14 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : : CM 1:6 (1cement :6 coarse sand). (B-5.2.2) 15 Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc.Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004. +Add extra over item No. 11.38, A to C if reflective paver block, manufactured with wet cast vibration system in two layers is used. (B- 11.38.3 +11.39) 16 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:20MM (B-8.25.2) 17 Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of welding meachine and TP etc complete (B-13.23) 18 Halfbrick masonry in superstructure, above plinth level upto floor V level using bricks of designation 75. Cement mortar 1:6 (1cement:6 coarse sand). Add extra providing & placing in position 2 Nos. 6mm Ø M.S. bar at every third course of half brick masonry. (B-5.8.3+5.9) 19 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. (B-9.3.1) 20 Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvalume steel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm sheets be casted with regular modified polyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate made to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and for a minimum up to 12mts with all scaffolding.(B-17.1) 21 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm.(B-9.38.3) 22 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (B-9.2) 23 Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) (A) For area of each slab upto 2001 to 5000 Sq.Cm. (B-11.18.2) 24 Kota stone slabs 25mm thick in riser of steps, Skirting, dado and pillars laid on 12mm (Average) thick cement mortar 1:3 (1cement:3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete: for area of each slab from 2001 to 5000 Sq.Cm. (B-11.19.2) 25 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement :3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting 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). (B-11.29) 26 P &F 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles conforming to IS: 13753 & IS:15622 of size 200mm x 300 mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls & pillars). (B-7.12) 27 P & L 1st quality MAT finished ceremic tile size 300 x 300 mm confirming to IS: 13755 and IS:15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement mortar bed).(B-7.13) 28 Finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. New work (two or more coats applied @ 1.67 ltr/10sqm over & including base coat of water proofing cement paint applied @ 2.20 Kg/10sqm). (B-12.42) 29 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete. New Plastered Surface. (three or more coats) (B-12.22.1). 30 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: (A) Newwork(twoormorecoats) over and including scrapping and priming coat with cement primer. (B-12.37.1) 31 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (large) or half stall size 610x400x80mm.(S-1.14.2) 32 P & F Chlorinated Polyvinyl Chloride (CPVC) pipe, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. ( External work). (A) 15mm nominal outer dia pipes. (S-2.39.1) 33 (B) 25mm nominal outer dia pipes. (S-2.39.3) 34 Making connection of GI distribution branch with GI main including all fitting : Upto 25mm dia.(S-2/2.3.1) 35 P&F bib cock (IS : 8931 mark), Superior quality of approved make.(A) CP Brass bib cock 15mm nominal bore. (S-2.7.3) 36 P & F Full way valve (IS : 778 Mark) or wheel valve of approved make. (A) Gun-metal 15mm nominal bore. (S/2.15.1) 37 (B) Gun-metal 25mm nominal bore. (S/2.15.3) 38 P & F sand cast Floor Trap (Nahni) of (IS : 1729 mark) of approved quality / make with socket down or hinged grating including good the floor.Size 100x100mm. (S-3.12.1) 39 P&F inlet connection (Angle velves) superior quility of approved make for washbasin Gyser etc. CP intel connection 15 mm Brass (IS: 8931 marked). (S-2.12.1) 40 P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe withC.P. Brass nuts upto length, 300mm. (S-2.13.1) 41 Providing and laying cement concrete 1:5:10( stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150mm thick bed concrete ( Width W= Dia of pipe in Cm + 30Cm.) conrete width to be reduced from width W at centre of pipe to 0 at top of pipe(Excluding cost of pipe).100 mm diameter S.W. Pipe.(S-3.3.1) 42 Construction of chamberin all typeof soli with300 mm. thick masonry in CM 1:6 m 10Cmthick C.C1:5:10 infoundation, 20mm thick inside plaster in CM 1:6, finshed with floatinf neat cenent50 mm thickM-15 grade C.C flooring, Ferro work etc. complete as perdesing includingdisposal of surplus earth within a lead of50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.(S-3.21.1) 43 Construction of manhole in all typeof soil inner size 90X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm thick CC 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M -15 grade C.C fooring, making, channels, 80mm thick stone slab covering with 40mm thick M- 15 grade C.C flooring, Cement cocer with frame of 450mm dia, earthork etc. as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 m.(S-3.19.1) 44 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1:3 Ralthal, kharanja, 40. mm thick M-15 grade C.C. flooring, earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr. Size 240 cm . dia outside & 240 Cm. depth.(S-3.22.3) 45 P&F rigid PVC pipe (IS:4985 mark) class-II (4kg/Cm2approved quality/ make including jointing the pipe with solvent cement rubber ring and lubricant (A) 110mm dia (S-3.16.3) 46 P&F rigid PVC pipe (IS:4985 mark) of appoved quality/ make incliding joint the pipe with solvent cement rubber ring and lubricant : 110 mm dia.(A) Bend 45°(S-3.17.8 ii) 47 (B) Bend 87.5°(S-3.17.9 ii) 48 (C) Plain floor trap(S-3.17.18) 49 (D) T BEND Plain Tee (S/3.17.3).ii) 50 P & F C.P. brass Urinal Spreader for stall urinal of approved make.(S-1.29.1) 51 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:500 litres capacity. .(S-2.26.3)
