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Tender For corrigendum : laying of concrete foundation block and fabrication of gantry mechanism for lowering and retrieving of horizontal pumping unit on the bank of river jehlum at water supply scheme kunzwera
Tender For bid to ras bid to ras supply of xlpe cable for working voltage up to and including 1.1 kv marked to is 7098 (part 1) (q2) , supply of power distribution panel 400a, 415v. the panel indoor type floor mounted and free standing designed for ip-4x ingress protection, made of crca sheet steel. , supply only pf correction panel with svg 430kvar. 415v panel indoor floor mounted, free standing with ip-31 degree of ingress protection made of crca sheet steel , material and labour for pvc insulated, lt unarmoured sheathed frlsh electric sense cable with copper multistanded conductor 1100 volts grade, cross-sectional area 4 sqmm, 6 core , material and labour for chemical earthing complete with copper bonded 250 micron electrode 1500mm long and 25 mm dia , materal and labour for earthing complete with gl earth plate 600mmx600mmx6mm thick electrode buried directly in ground vertically to a depth not less than 2.25 meter , material and labour for earth continuity conductor drawn through conduit by pipe or fixed to pole or any other indicated situation for loop earthing 20x3mm galvanised iron or steel wire , material and labour for earth continuity conductor drawn through conduit by pipe or fixed to pole or any other indicated situation for loop earthing 32x6mm galvanised iron strip , supply and fixing 40 mm interconnecting pvc pipe sets and pipe fittings along with suitable accessories complete all as specified and directed , material and labour for rcc 1-2-4 type b-1, using 20 mm graded stone aggregate as in foundation, including rafts, footing, foundation beams, , material and labour for steel reinforcement for concrete with ms tmt bar 10mm dia and over cut to length, bend to shape required including cranking, bending, , warranty service amc by cmc including breakdown service for 5 years to ensure the safe, reliable, and efficient operation of the electrical panel ) /bid number : gem/2026/b/7493324 * /dated: 08-05-2026 & & / bid document 1 / 17
Tender For providing and fixing of open air gym equipments in various parks of sector 20,chandigaarh under ward development fund. - providing and fixing of chest press double size / dimensions length -1200 milimeterwidth- 700 milimeterheight 1800 milimetermaximum weight -120 kilogrammaterial:- all the pipes shall be galvanized iron (gi) and isi marked to ensure strength, durability, and corrosion resistance. the main central pipe shall be an 80 mm nb gi pipe, while the handle frame and sheet frame shall each consist of 40 mm nb gi pipes. the connecting links shall be made of 32 mm nb gi pipes, and the footrest pipe shall also be 32 mm nb gi. the mild steel (ms) foundation plate shall have a minimum thickness of 12 mm. the foundation pipe shall consist of a gi pipe anchored 750 mm deep and supported with an ms angle of 25 25 4 mm for stability. the seat and backrest shall be made of high-density polyethylene (hdpe) sheets with a thickness of 3 mm, designed with a uniform bending radius to avoid sharp edges and ensure user safety. all nuts and bolts used for assembly shall be made of galvanized iron (gi) to enhance durability and resistance to corrosion. the movement mechanism shall be fitted with ball bearings that are self-lubricating and sealed to protect against rain, dust, and other environmental elements. the closing caps of open ends of all pipes, as well as bearings, bushes, and bases, shall be covered with fibre-reinforced plastic (frp) closing caps having a minimum thickness of 3 mm. all plastic components shall be uv-stabilised and weather-resistant to ensure long-lasting performance in outdoor conditions.colour:- green paint finish- power coated, uv resistantpaint coating thickness (min) 100 micrometerwarranty 3 years.complete in all respects, including installation of equipment in a cement concrete block of size 5 x 5 x 1 , to the entire satisfaction of the engineer-in-charge., providing and fixing of leg press leg shaper complete in all respects having following specifications.a) all pipes should used in the equipments should be galvanised with 3mm thickness.b) multi colour powder coating with polyster paints should be used on all the equipments.c) the foot pedal on all the equipments should be of aluminium only.d) the seats should be made of high quality plastic with colour scheme in yellow or orange.e) the high end bearings such as skf/nbc must be used in all the equipments.1 dimensions- 1730*450*1450mm2 colour- customizable multi colour and complete powder coat3 size of main tube-114*3.75mm steel pipe4 size of supporting tube-76*3mm steel pipe5 there is restrainer inside, the distance between swing arm and main tube is greater than 230mm avoiding the danger of getting stuck.6 al alloy protecting covers are used at the top other main tubes to protect from the rainwater7 anti-skid components are used at the pedal parts.8 the distance between two spinners is no less than 230mm, avoiding the damage of being stuck9 anti theft cover is made by stainless steel/high quality plastic.10 thickness of bearing bracket is no less than8mm11 hazardous materials like coating agent, rubber are under national newest standard.functions: develops the strength of lower limbs, and improves the stability and agility of three main joints of lower limbs; good for the healing of inconvenience of bending and stretching of lower limbs, and muscular atrophy of lower limbs, rheumatoid arthritis, sciatica, sprain of the anklebone, etc. approaches: sit on the chair and step on the footboard. stretching legs with force and recover slowly. repeat. users: suitable for people of different ages.complete in all respects, including installation of equipment in a cement concrete block of size 5 x 5 x 1 , to the entire satisfaction of the engineer-in-charge., providing and fixing of parallel bars size/dimensionslength- 900 millimeterheight 800 millimetermaterial:- all the pipes shall be galvanized iron (gi) and isi marked to ensure strength and durability. the ver
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 cleaning of existing garland drains, cutting new garland drains, provision of concrete pipe culverts and pump foundation under monsoon preparation works of north urimari project, barka-sayal area.
Tender For supply of supply part for retrofitting of lt panel by supply and installation , service part for retrofitting of lt panel by supply and installation , supply of main incoming lt power distribution panels slipway , install, replace, test and commissioning of main incoming lt power distribution panels slipway , supply of welding and lighting panels slipway , install, replace, test and commissioning of welding and lighting panels slipway , supply of 3.5c x 400 sq.mm aluminum cable from substation-02 to slipway , laying, fixing, testing and commissioning of 3.5c x 400 sq.mm aluminum cable from substation-02 to slipway , supply of 3.5cx 185 sq.mm aluminum cable from slipway-2 and 3 main incoming panels to welding and lighting panels , laying, fixing, testing and commissioning of 3.5cx 185 sq.mm aluminum cable from slipway-2 and 3 main incoming panels to welding and lighting panels , supply and fitment of suitable end termination kits - straight through joints kits of required quantity to all the incoming and outgoing cables at both ends of slipway-02, slipway-03, substations, etc , providing earth pits with 75mm ci pipe as is standards , supply and laying of gi flat 50 x10 mm necessary joints with nut and bolts from earth pit to panel boards , repair and excavation of cable trench of 75mm thick up to 90cm depth , fixing of perforated cable tray on slipways 02 and 03 and securing of cables with metal ties and capping and casing to be provided , foundation for all lt panels i.e. steel foundations with concrete pedestal for panels all incoming and welding and lighting panels
Tender For supply of isa 50x5x20 ft , flat 40x5 , earth work excavation , epoxy based zinc rich protective coating and primers in steel single coating , synthetic enamel painting , wire mesh , concrete foundation , installation and commissioning charges
Tender For corrigendum : providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.