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Tender For construction of drainage from the aralikatti (peepal tree platform) near veeranarayana temple to baburaj matti house from hunagunda house to huilgol house and from aralikatti house to suresh chittar house. construction of a cc (cement concrete) road from burabure mill to the gangapur pet toilet. and installation of lights from muttanna jadi house up to the veeranarayana temple at ward no 19.
Tender For supply of relacment method , compaction test equipment both 2.5 kg and 4.5 kg rammers , cbr moulds 150 mm dia -175 mm ht. , 150 mm x 300 mm ht. cylinder with capping component , riffle box , soaking tank for accommodating 6 cbr moulds , speedy moisture meter complete with chemicals , standard measures of 30, 15 and 3 litres capacity alongwith standard tamping rod , distant reading thermometer 0 degree c 250 degree c , sand pouring cylinder with conical funnel and tap and complete , gi seive set 125,90,75, 63,53,45,37.5, 14, 13.2,12.5,11.2,10,9.5,5.6,4.75mm , water still 20 ltr capacity , glass beakers borosilicate 4 nos of 100 cc, 200 cc, 500cc, 1000cc capacity , pentrometer with standard needles , platform balance 300 kg capacity , drying ovens. thermostatically controlled 100 degree c to 110 degree , water bath electrically operated and thermostatically controlled , dial gauge 25 mm travel -0.01 mm or division , aiv testing apparatus complete set , is sieve sets 450 mm internal dia with lid and pan 30 sieves in 1 set , sieves 450 mm internal dia of sieve sets as per bis of required sieve sizes , is brass sieve sets 200 mm internal dia with lid and pan 35 sieves in 1 set , sieves 200 mm consisting of sieve set of required sieve sizes with lid and pan , is sieve 75,53,45,22.4,11.22 6.5,9.50,5.6,4.75,2.36,1.18mm , soxhlet extraction or centrifuge type apparatus , oven electrically operated, thermostatically controlled including thermometer , sieve shaker capable of shaking 200 mm operated with time switch , weight machine 30 kg electronic type , high frequency mortar cube vibrator for cement testing , specific gravity apparatus , rapid moisture meter is 12175 1987 , flash and fire point apparatus , ductility testing apparatus electrically operated , density testing machine complete set bucket method , rebound hammer concrete testing hammer , furol viscometer , sand equivalent test apparatus , standard sand for density test , lab cbr testing equipment for conducting cbr testing 5 tonne cap , unconfined compression test appratus , marshal stability test machine , los-angeles abrasion test apparatus as per is2386 part4 1963 , accelerated curring tank having cap to accom 6 12 18 concr cube 150mm , big size oven electrically operated, thermostatically controlled , bitumen extractor, hand operated, bowl capacity 1500 gms bitumen, supplied , bitumen laboratory mixer including required accessories 20 ltrs , rebar locator , digital compression testing machine , automatic asphalt content meter self recording rain gauge, maximun minimum thermometer digital, screw gauge, prismatic compass with stand, auto/dumpy level with stand and staff, abney level, robotic total station 1 inch accuracy bluetooth auto target, kerosene or gas stove or electric hot plate, ghat tracer, pegging rod, optical square 90 degree, ranging rod 3 mtr long, high precision binacular, temperature gun for checking bituminous surface works, sample tray enamelled, vibrating wire, termperature sensor, portable indicator, steel tape 5m, standard pyconometer of 50 ml, digital hygrometer, post hole auger with extensions, rodo meter - high precision wheel odometer , hot plates 200 mm dia (1500 watt.) voltage 220v to 230v, circular plates of 250 mm dia, sampling pipettes fitted with pressure and suction inlets, 10 ml capacity., sampling tins with lids 100 mm dia x 75 mm ht 500 gms capacity , electronic digital micrometer, ennore standard sand (25 kgs bag ), weighing machine 0 kg to 10 kgs, mould (15cmx15cmx15cm) for compressive strength of concrete, digital vernier calipers (accuracy 0.001 mm), thermometers mercuryinglass //bid details 2 / 74
Tender For reboring of india mark handpump in ward no. 7 near shop lalla ram seth. - spare parts, 110mm dia (6kg/cm2), 32mm dia g.i. pipe of medium class, gl to 20m b.g.l., 20 b.g.l. to 40 m b.g.l., 40 b.g.l. to 60 b.g.l., lowring of pvc assembly compressing of pvc ribbed complete all., installation of india mark ii hand pump asssembly manual compelte item., development of bor by pumping with pump of by manual complete all., construction of 1.85 m dia circular cement concrete in 1:2:4 in cement coarse sand & stone grit with drain., dismanting handpump & platform, excavation of g.i. pipe., add gst 18%, add rs. estemate figer amount
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 name of the work: hyderabad division sc-mue section : (1) cavalrybarracks -replacement of panel interlocking both indoor and out doot by electronic interlocking system at cavalrybarracks stations inconnection with provision of ei at balance stations on hun/hdn routes where kavach/abs/ctc is sanctioned.(2) signalling arrangement in connection with lallaguda gate halt: provision of stabling lines at lallaguda halt station.(3) sfx- extension of both pf no.1 and pf no.2 by 75 mtrs. - signal & telecom arrangements. (4) extension of platform by 100 mts at bolarum pf no.2/3.- signal & telecom arrangements (5) proposal for construction of additional rub at (widening of) existing rub no.739 at km. 609/200-300 between cavalry barracks - bolarum stations - signal & telecom arrangements.(6) proposed construction of lhs in lieu of lc no. 254 at safilgida - signal & telecom arrangements. (7) new mmts station buildings at dqr and improvements to existing station building at amq and prov/repairs of toilets at amq & dye - signal & telecom arrangements.(8) raising of rl to hl platform at gandhipark bodhan halt station.-signal & telecom arrangements (9) raising of platform level from existing rl to hl platforms at brahmanapalli, thippapur, fakrabad, samrala and shelgaon halt stations- signal & telecom arrangements (10) elimination of manned level crossing gate no. 17jb by providing rub between jkm-bdhn stations (11) development of new goods shed at masaipet:-a.goods platform with sleeper matting 700*16 mts.b.two approach roads with a width of 8 mts for separate entry & exit with concrete pavement and lighting facility.c.provision of retaining wall and drain.d.8 high mast lights all along the loading/unloading pf.- signal & telecom arrangements.
Tender For corrigendum : dismantling of gi sheets and constructing new compound wall with barbed wire fencing, bitumen carpeting of internal approach road, making cement concrete platform and shifting of entrance gate and security check post of regional store of nmsa of ma
Tender For preferential purchase scheme-vib-rcc slabs - supplying of factory made precast rcc slabs at site in concrete grade of m-25 with 20mm nominal size granite or basaltic aggregate, consolidated by means of mechanical platform, vibrator etc. with lifting hooks of m.s. 10 mm bars and pvc cups including cost of reinforcement etc., complete, a. size 900x400x150mm with steel reinforcement not less than 7 kg per unit 30t capacity, b. size 900x400x100mm with steel reinforcement not less than 5.0 kgs per unit 12t capacity, c. size 750x400x100mm withsteel reinforcement not less than 4.2 kg per unit, d. size 700x500x75mm with steel reinforcement not less than 3.0 kg per unit, e. size 600x500x75mm with steel reinforcement not less than 3.0 kg per unit, f. precast rcc slabs of size 1200x400x100mm with steel reinforcement not less than 7 kg per unit-12 t capacity., g. precast rcc slabs of size 1200x400x150mm with steel reinforcement not less than 10 kg per unit-30 t capacity., h. precast rcc slabs of size 1500x400x150mm with steel reinforcement not less than 12 kg per unit-30 t capacity. - supplying of factory made precast rcc slabs at site in concrete grade of m-25 with 20mm nominal size granite or basaltic aggregate, consolidated by means of mechanical platform, vibrator etc. with lifting hooks of m.s. 10 mm bars and pvc cups including cost of reinforcement etc., complete, a. size 900x400x150mm with steel reinforcement not less than 7 kg per unit 30t capacity, b. size 900x400x100mm with steel reinforcement not less than 5.0 kgs per unit 12t capacity, c. size 750x400x100mm withsteel reinforcement not less than 4.2 kg per unit, d. size 700x500x75mm with steel reinforcement not less than 3.0 kg per unit, e. size 600x500x75mm with steel reinforcement not less than 3.0 kg per unit, f. precast rcc slabs of size 1200x400x100mm with steel reinforcement not less than 7 kg per unit-12 t capacity., g. precast rcc slabs of size 1200x400x150mm with steel reinforcement not less than 10 kg per unit-30 t capacity., h. precast rcc slabs of size 1500x400x150mm with steel reinforcement not less than 12 kg per unit-30 t capacity.
Tender For corrigendum : widening of the drain from banwari lal sharmas house to tejajis platform in village budhadit under the mnrega scheme, and construction of a concrete/interlockig road on an annual rate contract - dk;z dk uke %& egkujsxk ;kstukurxzr xzke cw
Tender For fabrication supplying and erection work of gate assly embedded parts hoisting platform with mechanism etc with second stage concrete work of various type of cr escape outlet and hr gates of sukhi right bank main canal ch. 9810 to 38100 m as per the drawings and specifications and instruction of the engineer in charge under irrigation project sub division no 48 jambughoda under control of irrigation project division no 2 bodeli.
Tender For doubling of track between vanchi maniyachchi and nagercoil section - proposed construction of sick line shed with service building, cement concrete road in stabling line, gate lodge building at lc 35 and sse/p. way office and platform 1 extension at nagercoil