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Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii
Tender For providing of building materials and execution of the allied works under the work conservation of well area of lahore gate including rampart at red fort - material and work, u. lime katni (in air tight bags), surkhi (free from silt, dust, organic any other foreign material), river course sand (free from silt, dust, organic any other foreign material), gum babool, gur desi, belgiri, jute/sun, lakhori brick (as per site requirements nominal size & specification), brick jeera 6mm (free from clay, organic material), brick aggregate (free from clay, organic material) 20 to 25 mm nominal size, red sand stone thickness 100mm of required size, copper dowel (as per site requirement), red sand stone required (as per site requirement size), red sand stone 50 mm (as per site required size thick for jalie work), red sand stone 40 mm (as per site required size thick undressed for chajja), copper rod 10 mm (as per site requirement), un slaked lime katni (in air tight bags) fine quality, marble dust powder [kg], batasha [kg], araldite [kg], 6 inch dia ballies (6 ft ) [each], ply 12mm thick [m2] water resistant, mud (clay ) [cum] free from impurities, dry uppley [each], planks 50m thick [m2] (well seasoned), jute rope 1 inch [kg], "dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres leaddismantling old lime plaster", demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix), demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge., painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, provision of provising and fixing of galvanised mild steel material xpended material (xpm) jali of 4mm thick silver in clour inluding fixing charges etc complete, "float glass panes 9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm)", "providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).9.1.2 sal wood", "providing and fixing factory made single extruded wpc (wood polymer composite) solid plain flush door shutter of required size comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer-in- charge. (note: stainless steel butt hinges and necessary s.s screws shall be paid separately) 30 mm thick 26.87.1", "providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the rcc structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry :
Tender For auction sale of others - 1 v-belt a-40 06 nos. 2 v-belt a-42 02 nos. 3 v-belt a-49 18 nos. 4 v-belt a-59 02 nos. 5 rocker shaft with core plug 06 nos 6 copper joint 0.8 mm 11 nos 7 gasket for cummins make 08 nos 8 spring for valve kirloskar ra6 12 nos 9 bushing camshaft -2-7 03 nos 10 gasket wir out let cummins make 02 nos 11 banjo bolt 09 nos 12 banjo bolt for gear casing 04 nos 13 spacer 06 nos 14 retain fuel conn . gasket 40 nos 15 cut out 04 nos 16 gasket injfuel conn 28 nos 17 gasket 04 nos 18 screen oil pan 05 nos 19 lock 30 nos 20 cyl head gasket set 04 nos 21 hose 06 nos 22 hose 34 nos 23 hour meter 01 nos 24 piston complete rc-3 10 nos 25 ring 56 nos 26 connecting rod assembly 08 nos 27 cup for valve rn ¿ 6 06 nos 28 washer 03 nos 29 cylinder liner 06 nos 30 fuel pump coupler 01 nos 31 ball bearing double row 04 nos 32 dowel for connecting rod ra 6 12 nos 33 bushing 06 nos 34 liner ¿o¿ ring 02 nos 35 nut 78 nos 36 hose 03 nos 37 retainer coler & ring 12 nos 38 copper joint 0.5 mm 07 nos 39 guide valve stem 23 nos 40 rubber bush top size 08 nos 41 carbon bush m145 e 09 nos 42 rubber bush small size rc 8 06 nos 43 thermostat seal for kcl 08 nos 44 push rod 08 nos 45 copper joint 1.0mm 11 nos 46 stud for cy.head/short 12 nos 47 big end bearing 24 nos 48 stud for cyl head [long] ra-6 12 nos 49 joint for l.0 sump ra ¿ 6 02 nos 50 fuel injection pipe 01 nos 51 fuel filter element kcl 31 nos 52 relief valve 04 nos 53 starter [ c12 volts] 02 nos 54 starter with steel 01 nos 55 supply manifold assembly 02 nos 56 lock washer ra-6 12 nos 57 collects v[pair] for valve ra-6 12 nos 58 bush rubber bottom 06 nos 59 lock washer ra-6 12 nos 60 main bearing 0.20 u/s ra-6 14 nos 61 spring ra-6 12 nos 62 oil seal n.t.fwe ra-6 02 nos 63 joint for ra-6 10 nos 64 push rod tube 08 nos 65 joint for support ra-6 02 nos 66 l.o.pump complete ra-4/ra-6 01 nos 67 push rod ra-6 12 nos 68 core plug 04 nos 69 v.r lever with bush 12 nos 70 cap for rubber bush 08 nos 71 many fold fuel drain 02 nos 72 joint for pump 04 nos 73 fuel pipe pump to filter 03 nos 74 complete set of joints 02 nos 75 injector complete 06 nos 76 connecting rod 06 nos 77 cy lender liner 01 nos 78 piston ring oho c/s 12 nos 79 hose 13 nos 80 hose 01 nos 81 valve spring 24 nos 82 diesel filter 18 nos 83 connecting rod bearing 12 nos 84 l.f.bearing 10u/s 05 nos 85 main bearing bush ruston 02 nos 86 small end bush 06 nos 87 main bearing seal ruston 01 nos 88 valve guide ruston 04 nos 89 thrust washer 06 nos 90 piston assly [std] 11 nos 91 reliet valve assly 02 nos 92 oil seal ruston 02 nos 93 banjo bolt with tail 03 nos 94 exhaust silencer 02 nos 95 filter dise 12 nos 96 adaptor for filtr 03 nos 97 washer connecting rod 12 nos 98 main bearing narrow 10u/s 06 nos 99 connecting rod 20 nos 100 main bearing wide 20u/s 05 nos 101 joint 04 nos 102 gasket 07 nos 103 v belt a/57 01 nos 104 piston ring 02 nos 105 corrosion register 01 nos 106 banjo bolt belt 08 nos 107 guide for valve 06 nos 108 bushing gear cover 04 nos 109 piston ring 18 nos 110 cir clip ra-6 12 nos 111 piston pin ra-6 06 nos 112 fuel filter elements (pre) 18 nos 113 fuel filter elements (micro) 19 nos 114 expansion bellow of outlet 02 nos 115 banjo bolt (hallow bolt) 01 nos 116 banjo bolt 01 nos 117 copper washer 12 nos
Tender For supply of set of item, consist of: 1.dowel threaded 1-8 x 3-1/4 to emd part no. 8022474, qty/set - 01 no, 2.dowel threaded 1 x 3-3/4 inches to emd part no. 8341940, qty/set -01 no. material spec: 1. sae 12l14or sae 1117 steel. 2. sae 4140h steel, temper rockwell "c",34-38. 3. gm 286-m-steel. [ warranty period: 30 months after the date of delivery ] ]
Tender For corrigendum : work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per table 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all l