Tender For Group-Ainter Connection Of Odd Even Headers For Receiving Multiple Crudes From M/L & L/L Simultaneously In Sv Section At Wrpl Viramgam And Installation Of Hovs In Discharge Header Lines Ls And Mix From Vt 01, 02, 03, 04 Prior To Ht Booster
Tender Value
1.53 Crore
Estimated cost
Bid Submission
21 Aug 2026
5 days left
EMD
39000
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
Ahmedabad → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Group-Ainter Connection Of Odd Even Headers For Receiving Multiple Crudes From M/L & L/L Simultaneously In Sv Section At Wrpl Viramgam And Installation Of Hovs In Discharge Header Lines Ls And Mix From Vt 01, 02, 03, 04 Prior To Ht Booster Pumps Feeding At Wrpl Viramgam
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Aug-2026 | BoQ Corrigendum - I | BOQ | 21-Aug-2026 |
| 2 | 11-Aug-2026 | Technical Corrigendum - I | Technical Bid | 21-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SUPPLY ITEMS Group-A |
| 2 | 24\\" x 150# 45° LR Bends |
| 3 | 24\\" x 150# 90° LR Bend |
| 4 | 1\\" x 150# 90° LR Bends |
| 5 | 32\\" WNRF 150# |
| 6 | 24\\" WNRF 150# |
| 7 | 2\\" WNRF 150# |
| 8 | 1\\" WNRF 150# |
| 9 | 2\\" BLRF 150# |
| 10 | 1\\" BLRF 150# |
| 11 | Fasteners for Flanges 32\\" x 150# (1.25\\" Dia. X 10.00\\" Length) |
| 12 | Fasteners for Flanges 24\\" x 150# (1.125\\" Dia. X 7.75\\" Length) |
| 13 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.75\\" Length) |
| 14 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 15 | 32\\" SWMG ANSI 150# |
| 16 | Gasket: 24\\" SWMG ANSI 150# |
| 17 | Gasket: 2\\" SWMG ANSI 150# |
| 18 | Gasket: 1\\" SWMG ANSI 150# |
| 19 | 32\\"x24\\" x Concentric Reducer x 150# |
| 20 | 24\\"ANSI 150# Equal Tee |
| 21 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 22 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 23 | 2\\"x ANSI 150# HOV F/F API 6D Gate Valve |
| 24 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 25 | 24\\"x2\\" X 150# Weld-o-let |
| 26 | 1\\" 3000 Class HALF COUPLING |
| 27 | 1\\" x 1\\" 150# x150# F/F TRV |
| 28 | 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% |
| 29 | CABLE SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354) |
| 30 | 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. |
| 31 | CABLE SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004) |
| 32 | Supply of Actuators for 24\\" valve as per tender specifications |
| 33 | COMPOSITE ITEMS for Group-A |
| 34 | Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures 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. |
| 35 | 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. |
| 36 | GI Wire / GI Rope ( 8 SWG ) |
| 37 | Service Items (Mechanical) for Group-A |
| 38 | Repairing and reconditioning of 24\\" Ball/Gate valve. The work includes the following activities but not limited to:(1) Cleaning, visual inspection for valve, stem, gear box, greasing/ sealant injection points, body drain/ vent valves and stem nut etc.(2) Dismantling of valve bonnet from the body by removing actuator/ hand wheel, gear box, stem nut & other auxiliary parts. (3) Removal of Ball and seats from valve body, descaling, degreasing to remove heavy soiling, manual cleaning of all parts of valve to remove all residual traces of dirt and surface impurities from gate and seats (4) Replacement of damaged/worn out consumables like, stem packing, bonnet gasket, seat rings, \\"O\\" rings, seat springs, etc. (5) De-chroming, machining of ball and seat surface scratches/defects, material deposition (if required), surface grinding, Re-metallizing of ball surface, lapping, chrome plating, Reconditioning of mettalic seat ring, Replacement of soft RTFE & PTFE rings, trueness checking, performing leak test, Servicing of Gear Box etc. (6) Assembly, checking the operation and hydro-testing of valve in presence of IOCL representative as per API- 6D/API 598 and other applicable standards.(7) Painting the valve with relevant epoxy based paint 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.(8) Transportation of valve from IOCL site to vendor’s workshop and returning the same after repairing including transportation, loading, unloading, Hydra, truck and shifting charges.The scope includes all shifting, loading, unloading, tool & tackles, and other labour and materials cost complete in all respects as per the direction of Engineer-in-Charge (EIC).Note-1: Penalty of 0.5% against respective SOR item will be recovered for each week delayed beyond the repair time, as mentioned in technical specification, up to a maximum penalty of 10% |
| 39 | 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. |
| 40 | 32\\" OD x 0.375\\"/ 0.438\\"/ 0.500\\"/ 0.562\\" WT APL 5L Pipe: |
| 41 | 24\\" OD x 0.375\\"/ 0.438\\"/ 0.500\\" WT APL 5L Pipe: |
| 42 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 43 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 44 | 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. |
| 45 | 24\\", 150#/300#, F/F: |
| 46 | 2\\", 150#/300#, F/F: |
| 47 | 1\\", 150#/300#, W/W: |
| 48 | 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. |
| 49 | 1\\" X 1\\" F/F Thermal Relief Valve :\\" |
| 50 | 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. |
| 51 | 32\\" NB Pipe Joints RT: |
| 52 | 24\\" NB Pipe Joints RT: |
| 53 | 2\\" NB Pipe Joints RT: |
| 54 | 1\\" NB Pipe Joints RT: |
| 55 | 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. |
| 56 | 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.) |
| 57 | Pipe size 8 inch NB to 28 inch NB: |
| 58 | 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/ Mud Plugging by Bentonite/ 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. |
| 59 | 32\\" NB Piping: |
| 60 | 24\\" NB Piping: |
| 61 | 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. |
| 62 | 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 |
| 63 | Service Items (Civil) for Group-A |
| 64 | 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] |
| 65 | 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] |
| 66 | Demolishing stone rubble masonry in cement mortar manually/ 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. |
| 67 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] |
| 68 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] |
| 69 | 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. |
| 70 | 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.] : |
| 71 | With cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 10 mm nominal size). |
| 72 | 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: |
| 73 | 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 74 | 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] |
| 75 | 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). |
| 76 | a) All work up to plinth level |
| 77 | 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 |
| 78 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 79 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 80 | STONE WORK : RANDOM RUBBLE MASONRY :Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 81 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 82 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 12 mm cement plaster of mix : |
| 83 | 1:4 (1 cement : 4 fine sand) |
| 84 | Lettering with black Japan paint of approved brand and manufacture. [Note: Unit \\"EA\\" shall mean \\"PER LETTER PER CM HEIGHT\\"]. |
| 85 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 days
Aug 21, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysTender Documents
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