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| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Part A - Supply of Materials |
| 3 | Contractor Supplied Mechanical Materails |
| 4 | 8.625\\" OD x 0.322\\" WT, API5L PIPE, UPTO X52, BARE |
| 5 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 6 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 7 | 12\\" WNRF 300# |
| 8 | 12\\" WNRF 150# |
| 9 | 12\\" BLRF 300# |
| 10 | 12\\" BLRF 150# |
| 11 | 8\\" WNRF 300# |
| 12 | 8\\" WNRF 150# |
| 13 | 8\\" BLRF 300# |
| 14 | 8\\" BLRF 150# |
| 15 | 2\\" BLRF 150# |
| 16 | 1\\" BLRF 150# |
| 17 | 2\\" WNRF 150# |
| 18 | 1\\" WNRF 150# |
| 19 | 12\\" 300# 90 deg LR Bend |
| 20 | 12\\" x 150# 90° LR Bend |
| 21 | 8\\" 300# 90 deg LR Bend |
| 22 | 8\\" x 150# 90° LR Bends |
| 23 | 2\\" x 150# 90° LR Bends |
| 24 | 1\\" x 150# 90° LR Bends |
| 25 | 12\\"x10\\" x Concentric Reducer x 150# |
| 26 | 10\\" x 8\\" ANSI 150# Un Equal Tee |
| 27 | Fasteners for Flanges 16\\" x 300# (1.25\\" Dia. X 8.5\\" Length) |
| 28 | Fasteners for Flanges 8\\" x 300# (0.875\\" Dia. X 6.25\\" Length) |
| 29 | Fasteners for Flanges 12\\" x 150# (0.875\\" Dia. X 5.50\\" Length) |
| 30 | Fasteners for Flanges 8\\" x 150# (0.750\\" Dia. X 4.75\\" Length) |
| 31 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 32 | 16\\" SWMG ANSI 300# |
| 33 | 12\\" SWMG ANSI 150# |
| 34 | 8\\" SWMG ANSI 300# |
| 35 | 8\\" SWMG ANSI 150# |
| 36 | 2\\" SWMG ANSI 150# |
| 37 | 1\\" SWMG ANSI 150# |
| 38 | 1\\" 3000 Class HALF COUPLING |
| 39 | 1\\" 3000 Class St. NIPPLE |
| 40 | 2\\"x ANSI 150# HOV F/F API 6D Gate Valve |
| 41 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 42 | SWING CHECK, FULLSWING,RF,API6D,150,8IN |
| 43 | Contractor Supplied Electrical Materails |
| 44 | Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 45 | Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 46 | Contractor Supplied T&I Materails |
| 47 | CABLE : SIZE: 4C X1.5 SQMM ( SAP CODE - 7778320764) |
| 48 | CABLE : SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354) |
| 49 | CABLE : SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004) |
| 50 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 51 | 1 inch |
| 52 | 1/2 inch |
| 53 | 1 1/4 inch (5/4 inch) |
| 54 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 55 | 1 inch |
| 56 | 1/2 inch |
| 57 | 5/4 inch |
| 58 | Supply of Pressure Indicators (PI) of the range 0 to 20 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 59 | Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 60 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 61 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4 inch & 1 No.- 1 inch; Left side entry: 1 No. - 1 inch & 3 Nos.- 1/2 inch; Right side entry: 2 No. - 1 inch & 2 Nos.- 1/2 inch) along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 62 | Process Tube, Material: Stainless Steel, Manufacturing process: Seamless, Mat Specification:ASTM A269, Grade: TP316, end Finish: Plain End, 1/2 IN OD, 0.065 IN Thickness, 3000 MM Length. [Sap Code 4215687754] |
| 63 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, End Finish: Threaded, conform to ANSI 16.11 [ SAP code 4323020064] |
| 64 | Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 65 | Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002] |
| 66 | MULTIPORT VALVE 12.7 MM (½\\" MNPT) + 3 X 12.7 MM (½\\" FNPT), MATERIAL SS-316 [ SAP Code: 8383671004] |
| 67 | Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024/8192995702] |
| 68 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 69 | NEEDLE VALVE 12.7 MM (½\\" FNPT) X 12.7 MM (½\\" FNPT), MATERIAL-SS316 [ SAP Code: 8383860524] |
| 70 | 90 Deg ELBOW 12.7 MM (½”) FNPT X 12.7 MM (½”) FNPT, 211 KG/CM2 (3000 PSI) as per ANSI B 16.11. MATERIAL - SS 316 [ SAP Code: 8191251074] |
| 71 | Part B - CSW Works |
| 72 | CSW Works - Mechanical |
| 73 | Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 microns DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. |
| 74 | Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 75 | Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC. |
| 76 | Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled. |
| 77 | Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes without damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. |
| 78 | Booster Pumping Unit Installation: Taking delivery of booster pumping units having electrical motor & vertical turbine type centrifugal pump and accessories from designated storage location within the pump station, shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the specification, drawings, manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: Electrical & Instrumentation connections are not included in this item. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 79 | Y-type strainers. |
| 80 | Installation of BALL/GATE Valves MOV/HOV: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. |
| 81 | 12\\", 150#/300#, F/F: |
| 82 | 8\\", 150#/300#, F/F: |
| 83 | 2\\", 150#/300#, F/F: |
| 84 | 1\\", 600#/800#/900#/1500#, W/W: |
| 85 | Installation of Swing Check Valve: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. |
| 86 | 8\\", 150#/300#, F/F: |
| 87 | Single Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 88 | 12\\" NB - Single Cut Joint: |
| 89 | 10\\" NB - Single Cut Joint: |
| 90 | 8\\" NB - Single Cut Joint: |
| 91 | Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 92 | 12\\" NB - Double Cut Joint: |
| 93 | 10\\" NB - Double Cut Joint: |
| 94 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item. |
| 95 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 96 | 8 NPS (8.625\\" OD x 0.250\\"/ 0.277\\"/ 0.312\\"/ 0.322\\"/ 0.375\\"/ 0.438\\" WT) API 5L/ ASTM A106/ A333 Pipe: |
| 97 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 98 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 99 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. |
| 100 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 101 | 8 NPS (8.625\\" OD x 0.250\\"/ 0.277\\"/ 0.312\\"/ 0.322\\"/ 0.375\\"/ 0.438\\" WT) API 5L/ ASTM A106/ A333 Pipe: |
| 102 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 103 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 104 | Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where\\" required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives. |
| 105 | 12\\" NB Pipe Joints RT: |
| 106 | 10\\" NB Pipe Joints RT: |
| 107 | 8\\" NB Pipe Joints RT: |
| 108 | CSW Works - Electrical |
| 109 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. |
| 110 | Copper cable as per specifications - 10 Sq.mm |
| 111 | 40 mm X 5 mm G.I. earthing strip |
| 112 | Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 113 | Power cables LT : OD upto 20 mm |
| 114 | Power cables LT : OD above 20 mm and upto 40 mm |
| 115 | Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification, and directions of Site Engineer / Engineer-in-Charge. |
| 116 | Providing end termination of power/control cable includingcutting, stripping, providing & fixing lugs, cable insulation, providing & glanding double compression heavy duty FLAME PROOF TYPE brass cable gland conforming to IS-12943 (Dowell's or approved equivalent), wherever specified, providing aluminium lugs, crimping/soldering, as necessary, restoration of insulation/clamping of cable, tagging with aluminium tag,earthing of armour, connection to theequipment terminals etc. all complete with labour and materials as per standard and direction of the Engineer-in-charge |
| 117 | 3X2.5 SQMM LT CONTROL CABLE WITH Cu LUG |
| 118 | 3 x 95 sqmm |
| 119 | CSW Works - T&I |
| 120 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressure Gauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow switch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and commissioning of the instruments to control system vendor along with loop checking etc. |
| 121 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings |
| 122 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 123 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glanding, ferruling etc. complete in all respects. |
| 124 | INSTRUMENTATION JOBS FOR MOTOR BOOSTER PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected Booster pump unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeders of Booster Pumping Units as per the direction of Site Engineer/Engineer in-charge. Job complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts,providing assistance to control system vendor in commissioning of booster pumping unit and supply of suitable size flame proof cable glands and termination of related cables at field, control panel and MCC panel ends as per scope, mounting of junction boxes, loop testing, cement concrete complete and painting. The work includes labelling, glanding, tagging, ferruling at both the ends. |
| 125 | Supply, installation <(>&<)> fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm <(>&<)> 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 <(>&<)> 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 126 | CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths |
| 127 | Cables having outer diameter upto 20mm |
| 128 | Cables having outer diameter between 20 to 30 mm |
| 129 | CSW Works - Civil |
| 130 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 131 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 132 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 133 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 134 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : |
| 135 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 136 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 137 | In all kinds of soil |
| 138 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] : |
| 139 | 450 mm diameter piles |
| 140 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks : |
| 141 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 142 | CONCRETE WORK : CEMENT CONCRETE (CAST IN-SITU) : Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: |
| 143 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 144 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources] |
| 145 | REINFORCED CEMENT CONCRETE : RCC (CAST IN-SITU) : Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). |
| 146 | a) All work up to plinth level |
| 147 | DESIGN MIX CONCRETE : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR. All works upto plinth level |
| 148 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 149 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 150 | MASONRY WORK :Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : |
| 151 | Cement Mortar 1:6 (1 cement : 6 coarse sand) |
| 152 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 153 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instructions of the Engineer-in-Charge] |
| 154 | STRUCTURAL REPAIR WORKS :Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per directions of the Engineer-in-Charge : |
| 155 | 75 mm average thickness |
| 156 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : |
| 157 | 1:4 (1 cement : 4 fine sand) |
| 158 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \\"EPILUX 155 High Build Enamel over a coat of \\"EPILUX 610\\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). |
| 159 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : |
| 160 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. Please Enable Macros to View BoQ information |
