Fabrication Works Tenders

Supply, fabrication installation and testing of site fabricated GSS metal ducts rectangular / circular duct as per site of size 1.0 mm thick / 18 gauge as per IS 277 (120 GSM both sides LFQ & confirming to class VIII) for GS sheets including necessary G.I hangers/ supports, volume control duct dampers, accessories vanes, 3 mm WPDM rubber gasket/duct tape etc complete all as specified and directed.

Supplying and fixing of Regular Office Table with Side Unit with following specification with 3 years warranty,, as per approved colour and design. Overall Dimention: 1500x600x750 mm Ht. Top made of pre laminated MDF board with pvc edge beading. Understucture also made up of pre laminated particle board with pvc edge beading. Top- Size :- 1500x600x25 MM thk. Pre Laminated MDF Board. Side edges covered by 2 mm thick PVC Edge beading by Through Feed Machine. Modesty- Modesty made up of 18 MM thk. Pre Laminated PMDF Board. Open edges covered by 2 mm thick PVC Edge beading by Through Feed Machine. Under Structure- Side Leg made with a Combination of 25 MM thk. Pre Laminated MDF Board with Aluminium section of size 60X40 with grooving. Leg/Side Base & Top plate with profile cut made of M.S. plate 44 mm width & 4 mm thk with knock down fitting arrangement. Cable duct made up of 0.8 mm CRCA Sheet. Provision of Cable manager as per L.H. or R.H. side requirement. Open edges of MDF board covered by 2 mm thick PVC Edge beading by Through Feed Machine. SDU with Drawer- Size: Height:750mm,Width:900mm,Depth:450mm. Body part made-up of prime quality cold rolled close annealed Sheet Use only MIG/TIG & Spot welding for fabrication. Top made of 18mm thick Pre-laminated MDF Board. Side Edges covered with PVC edge band on edge bending machine. Provision of drawer below table top with telescopic channel. Superior Quality make lock. PVC handles. Doors in cold rolled close annealed M.S. Sheet. Doors are Top hung slide on roller bearing. All steel components are epoxy powder coated followed by seven tanks anti corrosion treatment of surface. Cap & Levellers- Flat type leveller has been provided at bottom for mentaining level. It also preventing scratches on floor & Product as well. Construction- The product comes in knock-down conditional for ease of transportation. Finish- No sharp edges in the prodect. All steel components are epoxy powder coated followed by seven tanks anti corrosion treatment of surface.

Design, fabrication, supplying and testing of dust, damp and vermin proof free floor standing sheet steel enclosed non-drawout indoor-IP 54 ,compartmentalised LT Main Panel, fabricated out of suitable sized angle iron and flats, base channel and covered with 2.0mm thick CRCA sheet, bending , punching to be done using CNC machines, duly powder coated complete with earth bus, aluminium bus bar, feeder labelling. 1) The feeder arrangement shall be as per SLD no: ICS/PMC/EL-SLD/02. 2) Switchgear and panel components shall be as per approved makes list. 3) Special instructions a) Switchgear shall have rotary handle for operation. b) There should be view (transparent ) window for Outgoing MCB of the Sub incomer (MCCB) feeder. c) Connectors/ busbars to be provided for outgoing cable connections. d) Size of cable alley should be adequete for housing the outgoing cables. e) Panel shall have top entry for cables. f) Panel shall be supplied with base frame. g) All live parts should have safety shrouding. h) Motor operated change over switch (MOS) shall have built in or external control circuit to sense Over Voltage,Under Voltage,Single phasing,loss of neutral, phase sequence etc. and indication showing status of load on MAINS/DG on the display unit of MOS. MOS shall have provision to set the parameters using external hand held unit. MOS shall have output control terminals for remote indication and remote start/ stop of DG during unhealthy power condition.

VRCC M-20 grade nominal mix (cement :fine aggreegate: coarse aggregate) corresponding to table 9 of IS456 using 20mm size graded machine crushed hard granite metal (coarse aggreegate)from approved Quarry including cost and conveyancej of all materials like cement,fine aggregate(sand)coarse aggregate, water etc, to site and includng centering and shuttering etc, but excluding seigniorage charges,sales and other taxes on all materials including all operational incidental and labour charges such as machine mixing , laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work,

EXTRA FOR LAYING / INSTALLATION OF PE PIPELINE ALONG WITH CARBON STEEL PIPELINE WITHIN SAME TRENCH (OPEN CUT) Extra for laying MDPE Pipe including trenching to all depths/width by excavation in all types of soils including soft and different type of pavement / foo tpath / roads etc. including rock breaking, chiselling or otherwise cutting etc. as required and storing excavated soil, reusable ma terials at designated area as directed by Engineer in charge and to a width/depth to accommodate the pipeline, Carbon Steel & MDPE P ipe (125 mm/ 90 mm, PE-100 Pipe SDR11) as per the relevant drawing/standard/ specification etc. Work involved in laying of MDPE pipe line shall be as follows : " Receiving and taking over " as defined in the specification , handling , loading , transportation and u nloading of Owner supplied MDPE pipe of 125 & 90 mm dia from designated place (s) of issue / dump site (s) to contractor's own stock -yard (s) / work shop (s) / work site (s) including proper storing , stacking , identification , providing security & insurance cov er , stringing / uncoiling on the pipeline right of use , laying / installation of MDPE line pipe and contractor supplied associated fittings and accesories i.e. bends , couplers , End caps , Tee , PE reducer , CS to PE fittings , Valves saddle tappings , warning mat etc., including executing of all works , arrangement of all additional land required for contractor's storage , fabrication , ac cess for construction , supply of all materials ( except Owner supplied materials ), consumables , labour and other incidental works and handing over the same surplus materials to the Owner's designated stockyard (s)Uncoiling /stringing of pipes , clamping , joint ing of pipe ends /fittings /valves by qualified personnel using approved techniques as per specifications.Lowering the MDPE pipeline in same trench wherein carbon steel pipe has been laid ( as per scope given in relevent SOR) and padding done to the thickness as i ndicated in the specification and enclosed cross sectional drawing , providing required depth/width of padding in trench bed & above and around the pipeline.Installation and electrofusion jointing of valves wherever required and as directed by engineer in charge. Cleaning , flushing , pneumatic testing , purging with nitrogen as per specification and approved procedures providing all tools and tackles , nitrogen , instruments , manpower and related accessories and as per the instructions of the EIC. Any other activities no t mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified time schedule at no extra cost to owner. On completion of gas charging of pipelines. Preparation and submission of as built drawings , crossing d etails , termination , utility graphs. Carrying out all temporary, ancillary, auxiliary works required to make the MDPE pipeline rea dy for commissioning as per drawings, specifications, scope of work indicated in tender and other provisions of Contract document an d instructions of Engineer-in-charge.

M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.