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
Tender For corrigendum : supply of supply of gravel granular gsb 250mm 125mm low grade aggregates , supply of geo textile of size 4 point 5mtr x 100rm over gsb with min 300mm stone aggregate as in drain , supply of geo grid of size 4 point 5mtr width x 100rm below gsb with min 300mm stone aggregate as in drain , opc 53 grade cement , sand for coping , aggregate 20mm , supply only fine sand , supply only water based prepolymer urethane , supply of paver block siz 225mm x112 point 5mm x100mm , rubber hammer , brick trawel , pan mortar std size , hand gloves rubber , digital compression testing machine , spacer clips , special mask for chemical laying , wire mess for seiving sand 8 feet x 5 feet , phawrah with handle make , measuring tape 5 m ai 16 , water level pipe 30mtr roll , mason thread 100 mtr long roll , sprit level 10 inch , broom sticks , concrete saw electric
Tender For annual rate contract for provding new water service connection with material under division siwana - providing household tap connection as per technical specification and approved drawing as per relevant is code (amended up to date) from hdpe/upvc/di/ac/ms/gi pipe line up to consumer meter/premises by using pp mechanical integrated saddle with inbuilt flow control valve made out of ss316 designed for 5 lpm discharge at 0.5 bar pressure , not exceeding the flow of 7 lpm at 2 bar and a compression elbow, moulded in single piece/ fusion welded (complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including gm full-way valve (is:778 mark) or wheel valve and specials with 20 mm nominal dia mdpe pipe pe 80 pn 16 as per iso 4427 / 20 mm nominal dia ppr-c (three layered) pipe pn16 sdr 7.4 (is:15801:2008) (isi mark) and above ground level using ppr-c pipe with standard ppr fittings/ gi pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . the service line should be laid at least 45 cm below ground level. note: road cut and restoration is not part of this item and paid separately. for connection with 20 mm dia mdpe/ppr-c pipe length up to 05 mtr. rate is exclusive of gst., road cutting for house hold service connection in minimum trench width wherever road crossing is required. road cutting of cement concrete,wbm, black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with cement concrete with pcc m-10 and cc m-30 grade as per specification and direction of engineer in charge.(06 meter) rate is exclusive of gst., add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm pe 80 pn 16 as per iso 4427 mdpe pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. rate is exclusive of gst., road cutting charges for pit of size 1.0x1.0 mtr for providing connection dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by cc cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (0.30 cum) rate is exclusive of gst., road restoration charges for pit of size 1.0x1.0 mtr for providing connection providing and laying in position cement concrete m10 grade nominal mix 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. measurement for cc work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. (0.10 cum) rate is exclusive of gst., providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. measurement fo
Tender For restoration of damages on fithu ka parua to harizan basti balu bhadrol road km 0/00 to 2/500 (sh: providing and laying wbm g-i, g-ii cement concrete pavement 900 mm dia hume pipe culvert at wing wall at rd 1/585 to 1/640)
Tender For installation of electro-mechanical equipment at cps muthi for water supply to durga nagar. - h.c pumping units-2no-providing, installation, testing and commissioning of 50000 gph x 150 mtrs. head (02 no.s) horizontal centrifugal split casing pump with slow peed motor at cps muthi by way of excavation of earth work for laying of rcc foundation block. the job includes construction of foundation block for installation of 50000 gph x 150 mtrs. hend horizontal centrifugal pump set at cps muthi. by way of dismantling of old foundation blocks with the help of required tool and tackle and manual labour as per site requirement. disposing off the excavated material from the site to distance of at least 0.50 km with the help of manual labour and mechanical transport. job includes digging of pit of size 6x3.5x4and disposal of excavated material from the site of the work to the place of dumping. providing/lying of rcc foundation block of size 5x3.5x5(labove the ground level) in 1:2:3 cement concrete mix having requisite reinforcement with 12 mm dia. tor steel from center to center with proper spacing. fabrication and fitting of foundation bolts duly welded with cross members and threading at top with nut. foundation bolt shall be welded with tor steel and firmly grouted in the cement concrete mix, plastering and finishing from outside: fitting of base frame plate on the top of the block and leveling it both horizontally as well as vertically. strengthening of the base frame by providing and welding of m. s. channel cross members of required size and as per the size of frame for giving extra strength against vibration of the unit and on full load running conditions. complete job includes cost of material and labour charges for laying of the foundation block, plastering and finishing. placing horizontal centrifugal pumping unit on the base frame by using hydra crane, chain block, manual labour and other tools and tackles. leveling of the pump and motor properly on the base frame and coupling them by fitting of the m.s. coupling bolts with nuts rubber bushes and m.s. fasteners required for horizontal centrifugal pumping unit base connections with base frame job includes cost of material, carriage of machinery and allied materials to the site of work, loading/unloading and allied charges.suction line: fabrication of suction line by providing / fabrication of ms pipe of dia 150 mm. of length as per site requirement (09 mtr approx.) proper beveling of ms pipe for v-butt welding joints. the job includes providing and. fabrication of ms bends of 150 mm dia out of ms pipe 150 mm dia. providing/fabrication / fitting of ms flanges-4no wherever required and with the one flange compatible to be fitted the suction flange of both the pumps. job includes providing and fabrication of ms bends of 150 mm dia -04 no. the job also includes providing and fitting of sluice valves of 150 mm dia. (cs material)- 02no.(01 no.for each suction line of 02 pump sets) on suction lines. providing, fabrication and fitting of ms flanges at both end of sluice valve as per site requirement.delivery line: fabrication of delivery line by providing and fabrication of ms pipe 125 mm. upto manifold. proper beveling of ms pipes for v-butt welding joint. job includes fabrication/fitting of ms pipe 125 mm dia. upto manifold. job also involves making interconnection with manifold with the delivery flange of newly installed pumps. the job involves fabrication/fitting of ms bends as per site requirement no-02 out of 125 mm dia. ms pipe. fabrication of 04 no. ms flange of 125 mm dia. to match delivery flange of the pump and welding of flange with one end of the bend. makes interconnection of manifold with delivery pipe. job also includes providing/fitting of sluice valve (cs)-2no and reflux valve of 125mm-2no (cs material) on delivery side of each pumpset by the way of welding for on delivery line. all the welding work shall have to executed butt pre heated high pressure welding electrod
Tender For corrigendum : supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by th