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Tender For annual rate contract for providing new water service connection with material under division balotra - 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
Tender For reno of ot, labour rm, passage to gynae wrd of rgm sub div hospital, kls. sh. dismant of old plster,, grading of roof, provide n fixing of floor tiles n wall tiles, reno of doors , wndows, mtc of sanitary n water supply works drng yr 2025 26 2nd cal
Tender For auction sale of others - disposal of miscellaneous scrap released materials such as:- (1) element zink, qty=3025 kg. (2) poly carbonate lens (white) 213 x 102 mm fl, lens (yellow) 136 mm, lens (red) 140 mm, 13mm fl, lens (green)140 mm, 13mm fl, lens 101 mm green for route, lens 101 mm white, lens white, 127 x 70 mm fl, lens white 213 mm, 102 fl, lens green 92 mm, 16 fl, glass jar for ad cell, styron acrylamide nitrite (san) jar with poly polypropylene lid for awe- z type cell, bulb lamp elect. 12v/25w (3 pin), bulb 12v/33w, qty=1898 kg. (3) tag block, tape steel, tape metallic, tape measuring steel, p g clamp, current regulator, 8 way barrier terminal, digital insulation tester, solar panel, 4w/2w combined potable control telephone, indicator disc type 1000 ohm, c spike, a binding wire, 2 wire cnl telephone, digital multi meter (defective), digital tough tester, 10 swg wire, spray gun (broken), earth tester, power meter with sensor, qty=40 kg. (4) set square paratone 60-45, set square paratone 45-4, pvc flexible pipe 20 mm, fiber optical cable assembly, pvc cable channel 15 mm (plastic), qty=10 kg. (5) double ply tent soldries size 12 x 12, soldries single fly tent 12x12x2"x2", banner flag red, flag hand signal red, flag hand green, qty=221 kg. (6) transformer u type, transformer of sorts, signal transformer 110/12v, 40va, transformer 110/110v, 150 va, transformer 300v/12v, 40va, transformer 110/300 v, 60va, transformer 300 v/100v, 150 va, transformer 110v/300v, 150 va, qty=1371 kg. (7) voltage regulator 5 kva (broken & damaged), qty=01 no. (8) voltage regulator 3 kva (broken & damage), qty=01 no. (9) battery charger of shorts, qty=08 nos. (10) 3 pole lamp holder w/o base, lamp harrican, 3 pole lamp holder with base, lamp petromax baby, 3 pole lamp 12v/24w, hand signal lamp, qty=2604 nos. (11) ct box 100 pair, qty=01 no. (12) relay ac 4f/b, (self type), relay non ac, 4f/b, 2f/b(self type), qty=125 nos. (13) relay ecr lamp proving (on aspect) qecx-51, qty=40 nos. (14) relay ecr lamp proving (off aspect) qecx-52, qty=118 nos. (15) relay plug in type dc-track qt2, qty=108 nos. (16) relay plug in type qt1, qty=19 nos. (17) over load relay with time delay of 69 sec (timer 1010), qty=85 nos. (18) relay p1-150 & 150a, (4f/2b, 4f/1b), 24v dc, qty=532 nos. (19) relay of sorts timer relay, relay qucx-1, relay qsra1(8f/8b), esra-1 (8f/4b), relay qfpr1, qty=733 nos. (20) dc track relay rtd 02-0.5v (hm) 2f/b, qty=78 nos. (21) relay thermal time element (2f/1b), qty=47 nos. (22) relay point contractor nr/or (gn), qty=240 nos. (23) plug board nr/or, hv relay, qty=165 nos. (24) relay p-p1 style 2f/1b)(24 pin per relay), qty=24 nos. location:- dhanbad store (gd-i & ii) & re store under sse/sig/w/dhn.
Tender For 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 the contractor.
Tender For work of construction of a new 11 kv feeder for bifurcation of overloaded 11 kv chakarpur feeder under edd khatima in capital s.i. head, including supply of decentralized materials, as per tender specification. - annexure-a (supply of following material as per upcl norms.), bracing clamp for sp-55 with nut and bolt., pp & clamp with nut and bolt st pole sp-55., stay clamp for sp-55 with nut and bolt., pp & clamp with n&b st pole sp-72., pp & clamp with n&b pcc pole, 8.5 mtr., stay clamp for pcc pole., ht stay insulator., 33 kv suspension ties on every pin insutlator., ipc with aluminium bail for earthing., 11 kv ipc for covered to covered cond., 11 kv ipc for covered to bare conductor., 11 kv mid span jointing kit., 11 kv aaac covered cond. al-59, 99 sq.mm., 11 kv tension clamp with bail & ipc., annexure-b (following work as per upcl norms), chemical earthing., fabrication of steel., excavation of pit for stay set., erection of 11 kv stay set,, grouting of stay set., excavation of pit for pole., erection of single pcc pole., erectin of single sp-55 pole., erection of single sp-72 pole., erection of pcc double pole., erection of sp-55 double pole., grouting of pole., muffing of pole., painting of sp-55 pole., lopping and choppong of tree branchases., cartage of pcc pole, 51-70 k, cartage of sp-55 pole, 51-70 km., cartage of sp-72 pole, 51-70 km., cartage of petty material, 51-70 km., headload cartage of pcc pole, 0-1 km., headload cartage of sp-55 pole, 0-1 km., headload cartage o sp-72 pole, 0-1 km., headload cartage of material, 0-1 km., fixing of 33 kv suspension ties., fixing of ipc with al, bail for earting., jumpering of d/p tpmo, fuse set and t/f., jumper section pole., fixing of 11 kv 90 kn tension clamp b&ipc., fixing of 11 kv ipc for cc to cc cond., fixing of 11 kv ipc for cc to bare cond., fixing of 11 kv mid span jointing kit., laying spreading, stringing aac conductor
Tender For quotation rate of materials - , granular material or hard murrum for gsb works at quarry, aluminium alloy/galvanized steel, rcc pipe np 4 heavy duty non pressure pipe 1000 mm dia, rcc pipe np 4 heavy duty non pressure pipe 1200 mm dia, steel pipe 50mm external dia as per is:1239, coller for joints 300mm dia, rcc pipe np 4 heavy duty non pressure pipe 300 mm dia, steel helmet and cushion block on top of pile head during driving, steel pipe 25mm external dia as per is:1239, "np2 r.c.c hume pipe with collar as per i.s. 458-1971(i) 100 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ii) 150 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iii) 200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iv) 250 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(v) 300 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vi) 450 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vii) 600 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(viii) 700 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ix) 800 nn dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(x) 900 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xi) 1000 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1400 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(i) 300 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(ii) 450 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iii) 600 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iv) 700 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(v) 800 mm dia and 900 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vi) 1000 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vii) 1200 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(viii) 1400 mm dia", jute rope 12 mm dia, aggregate size-45 mm to 2.36 mm, aggregate size-45 mm to 22.4 mm, aggregate size-2.36 mm to 0.075mm, aggregate size 22.4mm to 5.6 mm, aggregate size 63 mm to 45 mm, aggregate size below 5.0 mm, bamboo (1st class) 85 mm-100mm dia 2.0 m long, bamboo (1st class) 85 mm-100mm dia 2.5 m long, bamboo (1st class) 85 mm-100mm dia 3.0 m long, bamboo (1st class) 85 mm-100mm dia 4.5m-5.5m long, bamboo (2nd class) 75 mm dia, 1.8 m-2.5 long, bamboo (2nd class) 75 mm dia, 2.1 m-3.0 m long, bituminous sealant, blasting material, bond stone (400mm x 150mm x 150mm), corbelling stones (300mm x 150mmx 150mm), corrosion resistant structural steel grating, crow bras 40 mm dia (hire charges), crushed sand or grit passing 2.36 mm and retained on 180 micron, crushed slag, crushed stone aggregate 26.5mm to 75 micron, crushed stone chipping 6.7mm size 100% passing 11.2 mm and retained on 2.36 mm, crushed stone chipping 9.5 mm nominal size, debonding strips (3.75m x 10mm x 5mm cut-out of rubber filler board or similar material including 5% wastage), edge stone (450mm x 350mm x 100mm), edge stone (450mm x 350mm x 200mm), epoxy paint, epoxy primer, gi pipe 100mm dia (tata or equivalent make), gi wires (4mm dia), granular material (natural occurring soil gravel mixture/quarry waste, kankar, laterite, dhandla, hand broken metal 40mm size, interlocking blocks with 60 mm thickness, interlocking blocks with 80 mm thickness, key aggregates passing 22.4 mm and retained on 2.8mm, lime putty, local wood piles (1st class)150-200mm dia, 6m long, local wood piles (1st class) 100mm x 75mm, loose stone, ms sheet tube (47 mmx47mmx12 swg sheet), ms sheet 1.5mm thick, ms sheet 2mm thick, polythene sheeting (0.2mm to 0.5mm thick), (covering 2/3 rd dowel bars (20x23) and tight fit including 5% wastage), rcc pipe np3 (750mm dia), rcc pipe np3 (500mm dia), rcc pipe np4 (750mm dia), rcc pipe np4 (600mm dia), rcc pipe np4 (500mm dia), benzene, stone for stone set pavement (300mm x 200mm x 150mm), well graded granular base material-grading a 26.5mm to 4.75mm, well graded granular ba