Tender For Combined Station Works (Csw) Including Civil, Mechanical, Electrical And Instrumentation Work For Development Of Atf Receipt Facilities At Trichy
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
26000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruchirappalli → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Combined Station Works (Csw) Including Civil, Mechanical, Electrical And Instrumentation Work For Development Of Atf Receipt Facilities At Trichy
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | CSW Supply Items |
| 3 | 1 Mechanical |
| 4 | Supply of ASTM A106 Gr.B / ASTM A 333 Gr.6 Pipe |
| 5 | 4.500\\" ODx 0.237\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 6 | 3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 7 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 8 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 9 | Supply of API 6D Ball Valve |
| 10 | 3\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 11 | 2\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 12 | Supply of API 6D Gate Valve |
| 13 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 14 | Supply of API 6D Swing Check Valve |
| 15 | 2\\"x ANSI 150# F/F API 6D SCV |
| 16 | Supply of Relief Valves |
| 17 | 1\\" x 1\\" 150# x150# F/F TRV |
| 18 | Supply of Steel Flange (WNRF) |
| 19 | 12\\" WNRF 150# |
| 20 | 10\\" WNRF 150# |
| 21 | 8\\" WNRF 150# |
| 22 | 4\\" WNRF 150# |
| 23 | 3\\" WNRF 150# |
| 24 | 2\\" WNRF 150# |
| 25 | 1\\" WNRF 150# |
| 26 | Supply of Steel Flange (BLRF) |
| 27 | 8\\" BLRF 150# |
| 28 | 3\\" BLRF 150# |
| 29 | Supply of Spiral Wound Metallic Gaskets |
| 30 | 12\\" SWMG ANSI 150# |
| 31 | 10\\" SWMG ANSI 150# |
| 32 | 8\\" SWMG ANSI 150# |
| 33 | 4\\" SWMG ANSI 150# |
| 34 | 3\\" SWMG ANSI 150# |
| 35 | 2\\" SWMG ANSI 150# |
| 36 | 1\\" SWMG ANSI 150# |
| 37 | Supply of Steel Fasteners |
| 38 | Fasteners for Flanges 12\\" x 150# (0.875\\" Dia. X 5.50\\" Length) |
| 39 | Fasteners for Flanges 10\\" x 150# (0.875\\" Dia. X 5.25\\" Length) |
| 40 | Fasteners for Flanges 8\\" x 150# (0.750\\" Dia. X 4.75\\" Length) |
| 41 | Fasteners for Flanges 4\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 42 | Fasteners for Flanges 3\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 43 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.75\\" Length) |
| 44 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 45 | Supply of Equal Tee |
| 46 | 8\\" ANSI 150# Equal Tee |
| 47 | 3\\" ANSI 150# Equal Tee |
| 48 | Supply of Un Equal Tee |
| 49 | 3\\" x 2\\" ANSI 150# Un Equal Tee |
| 50 | 3\\" x 1\\" ANSI 150# Un Equal Tee |
| 51 | Supply of Equal Tee |
| 52 | 1\\" ANSI 150# Equal Tee |
| 53 | Supply of Half coupling & Nipple |
| 54 | 1\\" 3000 Class St. NIPPLE |
| 55 | 1\\" 3000 Class HALF COUPLING |
| 56 | Supply of Bends |
| 57 | 12\\" x 150# 90° LR Bend |
| 58 | 12\\" x 150# 45° LR Bends |
| 59 | 8\\" x 150# 90° LR Bends |
| 60 | 8\\" x 150# 45° LR Bends |
| 61 | 3\\" x 150# 90° LR Bends |
| 62 | 2\\" x 150# 90° LR Bends |
| 63 | 1\\" x 150# 90° LR Bends |
| 64 | Supply of Concentric Reducer |
| 65 | 10\\"x8\\" x Concentric Reducer X 150# |
| 66 | 6\\" x 2\\" ANSI 150# END FUNNEL |
| 67 | 2 Electrical |
| 68 | Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvani AL,3CX10 mm²,A2XFY |
| 69 | Solid State Decoupling Device: Supply of Solid State Diode Decoupling Device (min 5 kA @ 30 cycles) of approved make including required length of cable as per specifications |
| 70 | Spark Gap Surge Arrestor for above ground and under ground suitable for 100 kA lightening Impulse Current (10/350 micro s), rated spark over voltage <= 1.25 kV in flameproof weatherproof enclosure Ex d IIC, IP 66 with connecting cable (EXFS 100 KU of Dehn or eq.) |
| 71 | 3 T&I |
| 72 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 73 | 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. |
| 74 | FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2 inch NPT) with steel hammer chained with main unit. |
| 75 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 76 | 1 1/4 inch (5/4 inch) |
| 77 | 1 inch |
| 78 | 1/2 inch |
| 79 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 80 | 5/4 inch |
| 81 | 1 inch |
| 82 | 1/2 inch |
| 83 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 84 | 1 inch to 1/2 inch Reducers |
| 85 | 3/4 inch to 1/2 inch Reducers |
| 86 | Differential Pressure Transmitter with manifold valves and Cable Glands.Range max (0 to 3 kg/cm2) |
| 87 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. |
| 88 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. |
| 89 | Supply of 4 Core x 1.5 Sqmm Control Cable (M) |
| 90 | Supply of 12 Core x 1.5 Sqmm Control Cable (M) |
| 91 | Supply of 40 Core x 1.5 Sqmm Control Cable (M) |
| 92 | Supply of 1 Triad X 1.5 sqmm Cable (M) |
| 93 | TUBE 1/2\\" OD (M) |
| 94 | Male Connector 1/2\\" MNPT x 1/2\\" OD Tube |
| 95 | Female Connector 1/2\\" FNPT x 1/2\\" OD Tube |
| 96 | Union Tee 3 x 1/2\\" OD Tube |
| 97 | 1/2\\" OD Tube End cap |
| 98 | Bushing 1\\" Butt Welded x 1/2\\" FNPT |
| 99 | 3 Way 2 Valve Manifold 3 x 1/2\\" FNPT, Material : SS316 with blanking plug for each port. |
| 100 | Hex Nipple 1/2\\" MNPT X 1/2\\" MNPT X 80mm |
| 101 | PLUG (SQ. Head) 12.7 MM (½”) NPTM, 211 Kg/Cm2 (3000 PSI) |
| 102 | CSW Service Items |
| 103 | 1 Mechanical |
| 104 | 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. |
| 105 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 106 | 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: |
| 107 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 108 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 109 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 110 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 111 | 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. |
| 112 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 113 | 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: |
| 114 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 115 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 116 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 117 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 118 | 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. |
| 119 | 12\\", 150#/300#, F/F: |
| 120 | Installation of GLOBE VALVE/CONTROL VALVE/MOTORIZED GLOBE VALVE/ROV/PLUG 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. |
| 121 | 12\\", 150#/300#, F/F: |
| 122 | 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. |
| 123 | 12\\", 150#/300#, F/F: |
| 124 | 8\\", 150#/300#, F/F: |
| 125 | 4\\", 150#/300#, F/F: |
| 126 | 3\\", 150#/300#, F/F: |
| 127 | 2\\", 150#/300#, F/F: |
| 128 | 1\\", 600#/800#/900#/1500#, W/W: |
| 129 | Installation of Relief Valves: 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. |
| 130 | 1\\" X 1\\" F/F Thermal Relief Valve :\\" |
| 131 | Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 132 | Separator filter along with all accessories, JIB Crane, etc as applicable. |
| 133 | 12\\" x 150#/300#/600#/900# Insulating Coupling Erection: |
| 134 | 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. |
| 135 | 12\\" NB Pipe Joints RT: |
| 136 | 10\\" NB Pipe Joints RT: |
| 137 | 8\\" NB Pipe Joints RT: |
| 138 | 4\\" NB Pipe Joints RT: |
| 139 | 3\\" NB Pipe Joints RT: |
| 140 | 2\\" NB Pipe Joints RT: |
| 141 | 1\\" NB Pipe Joints RT: |
| 142 | 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. |
| 143 | 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. |
| 144 | Providing Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the barricading during construction at site, removing the same and clearing site after construction complete in all respects as per instructions of Site Engineer |
| 145 | Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, 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. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) |
| 146 | Pipe size up to 2 inch NB : |
| 147 | Pipe size 3 inch NB to 6 inch NB: |
| 148 | Pipe size 8 inch NB to 28 inch NB: |
| 149 | Hook-up of New Piping with existing process Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange 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: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedure. |
| 150 | 8\\" NB Piping: |
| 151 | 3\\" NB Piping: |
| 152 | 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. |
| 153 | 8\\" NB - Single Cut Joint: |
| 154 | 3\\" NB - Single Cut Joint: |
| 155 | 2\\" NB - Single Cut Joint: |
| 156 | 1\\" NB - Single Cut Joint: |
| 157 | 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. |
| 158 | 8\\" NB - Double Cut Joint: |
| 159 | 3\\" NB - Double Cut Joint: |
| 160 | 2\\" NB - Double Cut Joint: |
| 161 | 1\\" NB - Double Cut Joint: |
| 162 | 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. |
| 163 | 2 Electrical |
| 164 | Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. Solid State Decoupling Device |
| 165 | Surge Diverter/Spark Gap Surge Arrestor: Installation of surge arrestors including terminating the cables, testing & commissioning of surge arrestors etc. all complete with required material as per specification and directions of Site Engineer / Engineer-in-Charge. |
| 166 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. |
| 167 | Capacity upto and including 1 KW |
| 168 | Capacity above 1 KW and upto 2.5 KW |
| 169 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments: |
| 170 | 2/3/4/5/6C upto 95 sqmm |
| 171 | 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 |
| 172 | Power cables LT : OD upto 20 mm |
| 173 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 174 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 175 | 3 T&I |
| 176 | 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 |
| 177 | Cables having outer diameter upto 20mm |
| 178 | CSW Composite Items |
| 179 | 1 Mechanical |
| 180 | Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 181 | 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. |
| 182 | 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. |
| 183 | Supply and Installation of Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping |
| 184 | Up to 30 mm wide x 1 mm thick Copper strip |
| 185 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 186 | 50 - 75 mm wide x 1 mm thick Copper strip |
| 187 | Reflective radium sticker letter printing and apply in background stickering including pasting and fixing with supply of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height etc. as per instruction of EIC/ Site Engineer to complete work in all respects. |
| 188 | Reflective radium sticker printing (background sticker) and apply including pasting and fixing with supply of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height etc. as per instruction of EIC/ Site Engineer to complete work in all respects. |
| 189 | 2 Civil |
| 190 | Earth work by mechinical / manual means in rough excavaton in all kinds of soil, banking excavated earth, breaking clods, watering,compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness and dressing up in embankments for roads, food banks, marginal banks and guide banks or flling up ground depressions, up to all leads and lift. |
| 191 | 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. |
| 192 | In all kinds of soil |
| 193 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, 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. |
| 194 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
| 195 | 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: |
| 196 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 197 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 198 | 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] |
| 199 | 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). |
| 200 | a) All work up to plinth level |
| 201 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for placing the precast element in position and making good the same 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. [Note: Payment for Reinforcement shall be made as per relevant item of SOR.] : |
| 202 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 203 | 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 |
| 204 | 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 |
| 205 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 206 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 207 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 208 | 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). |
| 209 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements 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. |
| 210 | 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. |
| 211 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 212 | 1:4 (1 cement : 4 fine sand) |
| 213 | 1:6 (1 cement : 6 fine sand) |
| 214 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 215 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 216 | Neat cement punning. |
| 217 | 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] : |
| 218 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 219 | 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] |
| 220 | 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] |
| 221 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 222 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. |
| 223 | 90 mm to 45 mm size stone aggregate |
| 224 | Supplying and stacking at site : |
| 225 | Stone screening 13.2 mm nominal size (Type A) |
| 226 | Moorum |
| 227 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 228 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required slope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in required texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing expansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tape, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately]. |
| 229 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 230 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 231 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 232 | PAINTING AREA / RUNWAY MARKING : Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete : |
| 233 | New work (Two or more coats) |
| 234 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 235 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accordance with applicable specifications. |
| 236 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 237 | R.C.C. NON-PRESSURE PIPES & FITTINGS :Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 238 | 300 mm dia. R.C.C. pipe |
| 239 | 450 mm dia. R.C.C. pipe |
| 240 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer-in-Charge : |
| 241 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 242 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 243 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC 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. |
| 244 | 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 |
| 245 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 246 | 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 above plinth level upto floor V level |
| 247 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 248 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \\"QN\\" shall mean \\"QUINTAL\\"] |
| 249 | 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] |
| 250 | Supplying steel structural items at site such as joists, tubes, pipes, channels, angles, beams, plates, flats, square/ rectangular hollow sections, bars, MS gratings, chequered plates, C.I. Rollers, bolts & nuts, washers, grouting/ foundation bolts, etc., fabrication and erection/fixing of structures such as saddle supports, pipe supports, valve supports, platforms, walkways, stairways, crossovers, struts, chain link fencing posts, gate, collapsible gate, ladders, safety grills, signboards, supports for cable trench, cable racks, cable tray support, push button control posts, supporting structures etc. as per drawing including drilling holes, making slots for barbed line, wire hoisting, placing in position, embedding in concrete etc. including surface preparation using abrasive blast cleaning or power tools cleaning, priming and painting the finished structure by applying one coat of High Build Epoxy Zinc Phosphate Primer (min. 50 µm), one coat of Self-primed, surface tolerant, High build Epoxy mastic (min. 150 µm) and one finish coat of Isocyanate Aliphatic Poly-Urethane(PU) Finish Paint (min. 50 µm) (Total DFT: 250 µm), including supply of all inputs such as labour, materials, consumables, tools and tackles, welding electrodes, paints of approved make as per vendor list in the tender,cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer/ EIC. Note: This item is excluding the cost of concrete work. |
| 251 | 3 Electrical |
| 252 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying 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 respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards 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. (excluding the cost of concrete work). |
| 253 | Zinc Anode :Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 254 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 255 | Flameproof Type E (With Ingress Protection IP:55) as per specification |
| 256 | 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. |
| 257 | GI wire (8 SWG) |
| 258 | 50 mm X 6 mm G.I. earthing strip |
| 259 | 40 mm X 5 mm G.I. earthing strip |
| 260 | GI wire / rope 10 mm diameter |
| 261 | EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer. |
| 262 | EARTH ELECTRODES Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. |
| 263 | LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 264 | Power cables LT : OD upto 20 mm |
| 265 | SAND FILLING : Supplying and spreading of approved quality, fine, dry river sand in cable trenches after cable laying complete in all respects including consumables, tools/ equipment and labour as per specifictions, drawings and directions of Engieer-in-charge / Site Engineer. |
| 266 | CABLE MARKER : Supply, erection & installation of MS cable markers, including excavation of the markers, cement concerete grouting, backfilling etc., complete in all respects including consumables, tools / equipments and labour as per specifications, drawings and directions of Engineer-In-Charge / Site Engineer. |
| 267 | 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. |
| 268 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable type, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in each module to be installed as per instruction of Engineer in charge/ site engineer: |
| 269 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia |
| 270 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer: |
| 271 | 300 mm dia |
| 272 | 200 mm dia |
| 273 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge: |
| 274 | 25 mm |
| 275 | 37 mm |
| 276 | 50 mm |
| 277 | BRICK SOLING : Supply and laying of approved quality 75 mm. thick second class brick flat soling with sand filling in the interestices, in cable trenches for protection of laid cables in all respects including consumables, tools/ equipments and labour as per specifications, drawings and directions of Engieer-in-charge/ Site engineer. |
| 278 | 4 T&I |
| 279 | Installation of Infrared Hydrocarbon detectors (point type / open pathtype), terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 280 | Installation of Explosion Proof & Weather Proof Manual Call Point/ Hooters/ Beacons in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point/ Hooter/ Beacon) complete in all respect as per specifications. |
| 281 | 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. |
| 282 | INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 283 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. |
| 284 | 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. |
| 285 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 286 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wherever required. |
| 287 | 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, including the cost of all labour, tools, materials, etc. complete in all respect. |
| 288 | 25 mm X 3 mm Copper flat |
| 289 | GI Wire / GI Rope ( 8 SWG ) |
| 290 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 291 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 292 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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