Tender For Re-Location/Shifting Of Existing Iocl Vasco (Goa) White Oil Pipeline To Mormugao Port Authoritys Berth No 8
Tender Value
8.76 Crore
Estimated cost
Bid Submission
08 Oct 2026
18 days left
EMD
2.20 Lakhs
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
goa → Goa
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Location/Shifting Of Existing Iocl Vasco (Goa) White Oil Pipeline To Mormugao Port Authoritys Berth No 8
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 | Mainline laying- Civil |
| 3 | CASED CROSSING-WITH OFC DUCT (OTHER THAN RAILWAY CROSSING): Laying cased crossings, by auger boring & jacking method, using casing pipes and 3LPE coated carrier pipes, according to drawings, specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, including collecting the pipes and other Owner-supplied materials from Owner's issue point and loading, transporting them to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage the insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respect, as per directions of Site Engineer/ Engineer-in-Charge NOTE : l) The work of cased crossing will include the provision of temporary supports for existing installations in the road and/ or railroads, the provision of diversions, the restoration of the railroad/ embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. ll) The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. lll) All materials (other than the Owner-supplied materials) required for performance of the work shall be supplied by the Contractor at his own cost. IV) Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer's representative (to be arranged by mainline contractor) V) Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench bottom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway etc,. VI) Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts & bolts. |
| 4 | Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock/ boulder stretch (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe for the complete specified trench width. Note: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be included in this item itself |
| 5 | ROCK SHIELD Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instructions of Site Engineer / Engineer-in-Charge. NOTE: Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation |
| 6 | PIPELINE MARKERS Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the locations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & installation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, supply and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil letter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per approved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 7 | Kilometre post |
| 8 | Direction markers |
| 9 | Warning signs |
| 10 | BOUNDARY PILLAR: Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscribing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement based primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all respect under the contract and as per directions of Site Engineer. |
| 11 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 12 | NITROGEN PURGING Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 13 | PRESERVATION OF PIPELINE WITH INHIBITED WATER (OPTIONAL) Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concentration adequate for 6 (six) months preservation period as per manufacturer's recommendation including arranging water, testing of water, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 14 | TIEING-IN AND HOOK-UP WITH HDD SECTIONS Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of the pipeline (executed by other agency) (optional) on either side of the HDD pipe section, including excavation/ trenching in all kinds of soil including rock, cutting of pipe, making field bends out of pre-tested pipes to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday detection, repair of damaged coating, backfilling and making through the pipeline etc. complete in all respects. Note: This item shall be operated under specific instructions of Engineer-in-Charge. |
| 15 | FABRICATION OF HOT PULL INDUCTION BENDS Taking delivery and transportation of bare pipes from owner's stockpile, transportation, unloading the pipes at manufacturer's works and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 16 | Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, consumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specifications, approved procedure and instructions of Engineer-in-Charge. Note: 1.Payment shall be made for rock actually excavated at site or calculated based on the trench dimensions stipulated in the specifications / drawings, whichever is less. 2.Item shall be operated under specific instructions from Engineer-in-Charge. 3.Controlled Blasting operation shall be carried out only by authorized and trained / skilled manpower, as per approved procedure, and taking due care & precaution to adjoining property, people, livestock etc., with due approval from Engineer-in-Charge 4.Sand padding around mainline pipe shall be paid separately as per relevant item in SOR 5. Additional 150 mm depth of excavation to be carried out in rocky area (for pipe trench) to accommodate sand padding |
| 17 | Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Owner's ROU/ROW, required for Contractor's storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner's issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed inside stockpile by mainline contractor shall be done by Owner's authorized agency), including placing of pipe trailors for taking delivery of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor's storage location etc., - Clearing and grading of ROW/ pipeline corridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc., - Stringing of pipes along ROW including providing straw bags/ soft padding below pipe (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this material separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas specially designated by Owner), - Carrying out repair of pipe & coating defects for defects occurring after taking over of pipes from Owner, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & handling, - Aligning, bending, lining up, cutting and beveling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints found defective, Carrying out 100% radiographic inspection (by X-Ray)of all field weld joints for initial 1(one) Km in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) and 20% radiographic inspection (by X-Ray) for the balance portion (excluding crossings and other specific locations) and destructive testing of one weld joint in each Spread as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all facilities to Owner's representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., - Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer's recommendation, - Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) including cutting, beveling, fitment, coating the bare bend pipe with approved heat shrink sleeve coating, - Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, village road, metalled/ un-metalled roads, minor water courses (MWC) etc.,(except crossings identified as Cased , Submerged & HDD crossings and Marshy areas ) and restoration of the crossing site to original condition including performance of additional works for strengthening of banks of water courses etc., - Lowering the pipeline in trench, tieing-in, backfilling with excavated earth and/or other suitable soil (top soil stored separately during trenching shall be backfilled on top of the ditch) as directed by Site-Engineer, - Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing 'pre-testing' of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, - All tie-ins, including tieing-in with HDD sections under this tender and also with HDD sections not covered under this tender (tie-ins with HDD sections not under this tender shall be paid separately as per relevant item of SOR), - Obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities Supply and installation of 1.0 mm thickness & width (D+300) warning mat over entire pipeline as per relevant specification - Final clean-up and restoration of ROW/ construction corridor, field bunds etc., obtaining NOC from statutory authorities (as required) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, - Preparation of as-built drawings, pipe book and other records as per specifications etc., - Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. NOTE: I) The rate quoted against this item shall include cost of excavation and backfilling of trench of standard width (as per approved drawings) in all kinds of soil for laying Mainline pipe. II)The Mainline work includes and covers the work in all types of crossings viz., roads, drains, minor water courses (MWC), low lying areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as Cased , Submerged, Shallow HDD & HDD crossings for which relevant item of SOR shall be applicable. III) Concrete coating, if necessary, for laying pipelines across ponds, low lying areas etc. shall be paid separately as per relevant item of SOR. 'IV) Cost of all materials required in repair and/ or rectification of defective work caused due to reasons not attributable to any act or omission of the Owner shall be chargeable to Contractor account. The Owner will supply the additional materials from its designated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basis. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of material shall also be levied. The decision of the Engineer-in-Charge, as to the cost of the material, shall be final and binding on the Contractor. V) In the course of hydrostatic testing of the mainline section, if any defective portion/ pipe/ work is found to be due to a defect in the pipe attributable to the Owner, the Owner shall supply the additional necessary pipes at Owner issue point required for the work free of cost to the Contractor, but the Contractor shall supply all other materials and inputs at his own cost for replacement of pipe section. The Contractor shall be paid a lump sum amount for each such failure (refer relevant clause of Special Conditions of Contract of the tender documents) for the work involved in locating & identifying the defects in the mainline and in their repair/rectification as per the specification. Failure in one or more pipes in a section during a single pressurization cycle shall be considered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VI) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the Mainline rate. Payment for fabrication of hot-pulled induction bends, as per specifications, shall be done separately as per relevant item of SOR. The hot-pulled bends shall be coated at site with heat shrink sleeve coating. The cost of the same shall be deemed to be included in this item for Mainline laying. |
| 18 | 16 INCH OD |
| 19 | Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching for rock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pipe. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for Extra for Rock trenching |
| 20 | 16 INCH |
| 21 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 22 | 16 INCH |
| 23 | PART-A HDD WORKS '-Design, detailed engineering & installation of pipeline / pipeline & OFC conduit(paid separately) across rivers, NH, SH, Expressways, Railways, etc by HDD method. '-Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. -Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, SH, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed construction method statement and design analysis. '-Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. '-Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc. '-Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling.'-Pre-construction surveys and collection of all necessary data. '-String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc. '-Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings. '-Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. '-Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the carrier pipeline).(paid separately) '-Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline).(paid separately) '-Carrying out air cleaning, gauge pigging and pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc. '-Installation of the pipeline / pipeline and OFC conduit (paid separately) as a bundle crossing below the rivers, NH, SH, Expressways, Railways, etc by single horizontal directional drilling operation to the correct profile as per the approved drawings. '-Carrying out post-installation hydrostatic testing of HDD pipe string (along with transition pipe section). '-Carrying out post-installation coating survey as per approved procedure. -Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc.'-Transportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner.'-Preparation of as-built drawings and other records etc. '-All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. NOTE:The Contractor shall have the option for installation of 89 mm OFC conduit(paid separately) as Bundled HDD installation along with the HDD installation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases. Installation of OFC conduit shall be paid separately under PART-B HDD Works HDD FROM 101 TO 300 METERS (OFC conduit to be paid separately) |
| 24 | 16 INCH in Normal Soil |
| 25 | 16 INCH in Rocky Soil |
| 26 | PART-B HDD WORKS Extra for HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 27 | 16 INCH in Normal Soil |
| 28 | 16 INCH in Rocky Soil |
| 29 | PART -A SHALLOW HDD WORKS Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engineer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling. String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc. Carrying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc. Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the carrier pipeline). Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline). Installation of the pipeline and OFC conduit (to be paid separately) as a bundle crossing below the Road/ other utility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. Carrying out post-installation coating survey as per approved procedure. Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. Note :- The item to be operated under the specific instruction of Engineer in Charge. Installation of OFC duct shall be paid separately under PART-B SHALLOW HDD WORKS |
| 30 | 16 INCH in Normal Soil |
| 31 | 16 INCH in Rocky Soil |
| 32 | PART-B SHALLOW HDD WORKS Extra for Shallow HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 33 | 16 INCH in Normal Soil |
| 34 | 16 INCH in Rocky Soil |
| 35 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 36 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 37 | Mainline Trussell Support |
| 38 | 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. |
| 39 | In all kinds of soil |
| 40 | In Ordinary rock |
| 41 | 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). |
| 42 | a) All work up to plinth level |
| 43 | 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 |
| 44 | 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] |
| 45 | 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 & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, 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). |
| 46 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 47 | Mainline Pipe Trench |
| 48 | 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: |
| 49 | 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] |
| 50 | 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). |
| 51 | a) All work up to plinth level |
| 52 | 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.] : |
| 53 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 54 | 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 |
| 55 | 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. |
| 56 | Neat cement punning. |
| 57 | CSW -Civil Non-ITC-Vasco |
| 58 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 59 | 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. |
| 60 | 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. |
| 61 | In all kinds of soil |
| 62 | In Ordinary rock |
| 63 | 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. |
| 64 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 65 | 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 |
| 66 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 67 | 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: |
| 68 | 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] |
| 69 | 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] |
| 70 | 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] |
| 71 | 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). |
| 72 | a) All work up to plinth level |
| 73 | 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.] : |
| 74 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 75 | 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 |
| 76 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 77 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 78 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 79 | 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 & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, 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). |
| 80 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm uniform thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, 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. |
| 81 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer 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: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid separately]. |
| 82 | 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. |
| 83 | 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. |
| 84 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 85 | 1:4 (1 cement : 4 fine sand) |
| 86 | 1:6 (1 cement : 6 fine sand) |
| 87 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 88 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 89 | 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] : |
| 90 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 91 | 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] |
| 92 | 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] |
| 93 | 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] |
| 94 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : |
| 95 | Channels, angles, tees and flats |
| 96 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 97 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : |
| 98 | Thickness up to 40 mm |
| 99 | 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. |
| 100 | Supplying and stacking at site : |
| 101 | 90 mm to 45 mm size stone aggregate |
| 102 | 63 mm to 45 mm size stone aggregate |
| 103 | Stone screening 13.2 mm nominal size (Type A) |
| 104 | Moorum |
| 105 | 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. |
| 106 | Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) |
| 107 | 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]. |
| 108 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 109 | 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\\"]. |
| 110 | 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\\"]. |
| 111 | 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 : |
| 112 | New work (Two or more coats) |
| 113 | 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. |
| 114 | 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. |
| 115 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : |
| 116 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 117 | 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.] |
| 118 | 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 : |
| 119 | 250 mm dia. R.C.C. pipe |
| 120 | 600 mm dia. R.C.C. pipe |
| 121 | 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 : |
| 122 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 123 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 124 | 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. |
| 125 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm size (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 126 | CSW -Civil -ITC-Vasco |
| 127 | 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. |
| 128 | In all kinds of soil |
| 129 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 130 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 131 | 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: |
| 132 | 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] |
| 133 | 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] |
| 134 | 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). |
| 135 | a) All work up to plinth level |
| 136 | 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 |
| 137 | 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] |
| 138 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 139 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 140 | 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 & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, 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). |
| 141 | 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. |
| 142 | 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. |
| 143 | CEMENT PLASTER (IN COARSE SAND) : 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 144 | 1:6 (1 cement : 6 coarse sand) |
| 145 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 146 | Neat cement punning. |
| 147 | Porta Cabin CSW- MPA Jetty |
| 148 | Proposal for Supply and installation of Prefabricated modular RTU Cabin unit as per specification of size 3.5 X 3.2 X 3Mtr. |
| 149 | Survey |
| 150 | TOPOGRAPHICAL SURVEY: Carrying out contour survey and developing the contour map with level at 10 M c/c and contours at 0.5 M interval including staking and marking of plot boundary, existing facilities, drainage outfall etc. and development of drawings as per specification and direction of Engineer-in- Charge complete in all respects. Note: This also includes setting /fixing and construction of Permanent Reference Pillar (Bench Mark) with erection of insert plate, engraving coordinates and levels etc. all complete as per direction of Engineer-in-charge. Note: The item also includes furnishing of High Flood Level of the area. |
| 151 | Deployment & Erection of Boring craft & Rig in each borehole location as per specifications, SCC, Scope of work and direction of Engineer in-charge. Note:-(1)-Mere deployment of rig/ boring/drilling in river bed will not beconsidered as deployment/boring/drilling \\"in water\\" unless it isactually carried out in water. |
| 152 | In land |
| 153 | Conducting Boring at Site in soil,Depth from GL/Bed level as per specifications, SCC, Scope of work and direction of Engineer in-charge. Note:-(1)- Boring depth shall be measured from Ground Level/River Bedlevel. Depth of actual soil strata bored shall be considered fo rpayment. (2)- Rate shall be inclusive of grouting back the boreholes asspecified including cost for material, equipments and labour. |
| 154 | In land |
| 155 | Drilling through rock with Nx size double tube core barrel upto a depth as specified in SCC below GL/bed level using TC bit/diamond bit as per specifications, SCC, Scope of work and direction of Engineer in-charge. |
| 156 | In land |
| 157 | Standard Peneteration Test at different depth as per specifications,SCC, Scope of work and direction of Engineer in-charge. |
| 158 | Ground Penetrating RADAR Survey, Ground Penetrating RADAR Survey Carrying out subsurface utility survey along the proposed pipeline route and/ or as specified by Engineer-In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth up to 5m below the existing ground level to locate and identify all existing underground utilities/buried objects including but not limited to pipelines, sewers, conduits, cables, drains, manholes, appurtenances etc in the proposed corridor along with location, DGPS coordinates, depth, shape and dimensional details of utilities. Four (4) Copies of Report and Drawings incorporating all collected data shall be submitted as per scope of work and direction of the Engineer-in-charge. Scale of Drawing shall be Planimetry (X Axis 1:1000, Y Axis 1:100), Longitudinal Section (Z Axis 1:100) and Transverse Section at critical location. Note: 1. Survey Agency for execution of GPR Survey Work to be engaged by the Contractor shall be submitted for approval of Owner/ Consultant prior to start of work. 2. GPR Work shall be carried in presence of Contractor Representative, EPMC & TPI. |
| 159 | Excavating trial pit (TP)of size 3m x 3m at various locations upto 3mdepth below ground level in all types of soil and weathered ro ckincluding sheeting or shoring the sides for the purpose of stability,dewatering and maintaining the pit dry at all times ,collectingdisturbed/undisturbed samples at 1m interval and at final depth and transporting all the collected samples to the laboratory;backfilling ofthe pit with excavated material etc all complete as per specificationand as directed by the engineer-incharge. |
| 160 | Collection of undisturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge. |
| 161 | Collection of disturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge. |
| 162 | Collection of Ground water samples & its chemical analysisas per specifications,SCC, scope of work and direction of Engineerin-charge (only for Stations) |
| 163 | Performing Static Cone Penetration Test (SCPT) upto a depth of 30 M asper Specifications, Scope of Work and directions of Engineer- in-Charge(only for Stations). |
| 164 | Sieve analysis. |
| 165 | Hydrometer analysis |
| 166 | Atterberg limits. |
| 167 | Natural moisture content. |
| 168 | Bulk density of soil. |
| 169 | Dry density of soil. |
| 170 | Specific gravity. |
| 171 | Direct Shear Test. |
| 172 | Triaxial Shear Test (UD) |
| 173 | Permeability Test |
| 174 | Consolidation test |
| 175 | Unconfined compression test |
| 176 | Swelling pressure test |
| 177 | Free swell index test |
| 178 | Shrinkage limit test |
| 179 | Uniaxial compressive strength of rock sample |
| 180 | Specific gravity test of rock sample |
| 181 | California Bearing Ratio - Soaked |
| 182 | California Bearing Ratio -UnSoaked |
| 183 | Chemical Analysis |
| 184 | Preparation and Submission of Soil investigation report for HDD locations & stations including transfering the route alignment at site for fixing of bore hole points, preparation and submission of crossing profile of rivers, canals and water bodies, preparation and submission of plans and drawings, hydrological data of rivers, canals and water bodies all complete as per specifications, SCC, Scope of work and direction of Engineer in-charge. |
| 185 | Obtaining Approvals / permissions from appropriate respective State / National and other Statutory Authorities for the various pipeline crossings enroute such as National Highways, State Highways, other roads, rail, river, canal / drain crossings or any other utility crossings, Forest permission, etc. as per detailed scope of work specified in special conditions of contract and specifications of the tender document and direction of Site Engineer / \\"Engineer-in-Charge, complete in all respect. Note: 1. Payment shall be made for obtaining each permission. Cluster of crossings needing permission from the same Authority, shall be considered as one permission for the purpose of payment. 2. For railway crossing, each crossing shall be treated as separate and payment shall be made on unit basis. |
| 186 | National Highway crossings under each authority |
| 187 | Other road crossings under each authority |
| 188 | CSW -Civil Non-ITC-MPA Jetty |
| 189 | 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. |
| 190 | In all kinds of soil |
| 191 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 192 | 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: |
| 193 | 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] |
| 194 | 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). |
| 195 | a) All work up to plinth level |
| 196 | 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 |
| 197 | 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 & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, 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). |
| 198 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm uniform thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, 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. |
| 199 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 200 | 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] |
| 201 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centre, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip metalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns exterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both surfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and special male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sealing tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement shall be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give minimum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages across laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation : |
| 202 | Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs]. |
| 203 | CSW -Civil -ITC-MPA Jetty |
| 204 | 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. |
| 205 | In all kinds of soil |
| 206 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 207 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 208 | 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: |
| 209 | 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] |
| 210 | 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] |
| 211 | 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). |
| 212 | a) All work up to plinth level |
| 213 | 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 |
| 214 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 215 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 216 | 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 & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, 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). |
| 217 | 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. |
| 218 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 219 | 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] |
| 220 | CEMENT PLASTER (IN COARSE SAND) : 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 221 | 1:6 (1 cement : 6 coarse sand) |
| 222 | Neat cement punning. |
| 223 | Mech-ML Supply-Vasco Terminal |
| 224 | Supply of ASTM A106 Gr.B / ASTM A 333 Gr.6 Pipe |
| 225 | 6.625\\" ODx 0.280\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 226 | 3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 227 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 228 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 229 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: |
| 230 | Supply of API 6D Ball Valve |
| 231 | 3\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 232 | 2\\"x ANSI 150# HOV W/W API 6D Ball (Fully Welded Body) |
| 233 | 2\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 234 | Supply of API 6D Swing Check Valve |
| 235 | 3\\"x ANSI 150# F/F API 6D SCV |
| 236 | 2\\"x ANSI 150# F/F API 6D SCV |
| 237 | Supply of Relief Valves |
| 238 | 1\\" x 1\\" 150# x150# F/F TRV |
| 239 | Supply of API 602 Gate Valve |
| 240 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 241 | Supply of Sump tank at respective location as per technical specifications of the tender: |
| 242 | Supply and delivery of 5 KL MS Sump tank with external and internal coating as per Tender Specification |
| 243 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: |
| 244 | Supply of Bends |
| 245 | 16\\" x 150# 90° LR Bend |
| 246 | 12\\" x 150# 90° LR Bend |
| 247 | 10\\" x 150# 90° LR Bend |
| 248 | 8\\" x 150# 90° LR Bends |
| 249 | 6\\" x 150# 90° LR Bends |
| 250 | 3\\" x 150# 90° LR Bends |
| 251 | 2\\" x 150# 90° LR Bends |
| 252 | 1\\" x 150# 90° LR Bends |
| 253 | 12\\" x 150# 45° LR Bends |
| 254 | 10\\" x 150# 45° LR Bends |
| 255 | 6\\" x 150# 45° LR Bends |
| 256 | Supply of Equal Tee |
| 257 | Cross Bar Tee 16\\" x 16\\" , 150# |
| 258 | 16\\"ANSI 150# Equal Tee |
| 259 | 12\\" ANSI 150# Equal Tee |
| 260 | 10\\" ANSI 150# Equal Tee |
| 261 | 6\\" ANSI 150# Equal Tee |
| 262 | 3\\" ANSI 150# Equal Tee |
| 263 | 2\\" ANSI 150# Equal Tee |
| 264 | Supply of Un Equal Tee |
| 265 | 16\\"x 12\\" ANSI 150# Un Equal Tee |
| 266 | 12\\" x 8\\" ANSI 150# Un Equal Tee |
| 267 | 12\\" x 6\\" ANSI 150# Un Equal Tee |
| 268 | 10\\" x 6\\" ANSI 150# Un Equal Tee |
| 269 | 3\\" x 2\\" ANSI 150# Un Equal Tee |
| 270 | 3\\" x 1\\" ANSI 150# Un Equal Tee |
| 271 | 2\\" x 1\\" ANSI 150# Un Equal Tee |
| 272 | Supply of Concentric Reducer |
| 273 | 12\\"x10\\" x Concentric Reducer x 150# |
| 274 | Supply of Weld-o-Let |
| 275 | 16\\"x2\\" X 150# Weld-o-let |
| 276 | 12\\"x2\\" X 150# Weld-o-let |
| 277 | 10\\"x2\\" X 150# Weld-o-let |
| 278 | 8\\"x2\\" X 150# Weld-o-let |
| 279 | Supply of Half coupling & Nipple |
| 280 | 1\\" 3000 Class St. NIPPLE |
| 281 | 1\\" 3000 Class HALF COUPLING |
| 282 | Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supply and as per technical speci fications from approved vendors specified in tender document |
| 283 | 6\\" x 2\\" ANSI 150# END FUNNEL |
| 284 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: |
| 285 | Supply of Steel Flange (WNRF) |
| 286 | 16\\" WNRF 150# |
| 287 | 12\\" WNRF 150# |
| 288 | 10\\" WNRF 150# |
| 289 | 8\\" WNRF 150# |
| 290 | 6\\" WNRF 150# |
| 291 | 3\\" WNRF 150# |
| 292 | 2\\" WNRF 150# |
| 293 | 1\\" WNRF 150# |
| 294 | Supply of Steel Flange (BLRF) |
| 295 | 16\\" BLRF 150# |
| 296 | 8\\" BLRF 150# |
| 297 | 3\\" BLRF 150# |
| 298 | 2\\" BLRF 150# |
| 299 | 1\\" BLRF 150# |
| 300 | Supply of Spiral Wound Metallic Gaskets |
| 301 | 16\\" SWMG ANSI 150# |
| 302 | 12\\" SWMG ANSI 150# |
| 303 | 10\\" SWMG ANSI 150# |
| 304 | 8\\" SWMG ANSI 150# |
| 305 | 6\\" SWMG ANSI 150# |
| 306 | 3\\" SWMG ANSI 150# |
| 307 | 2\\" SWMG ANSI 150# |
| 308 | 1\\" SWMG ANSI 150# |
| 309 | Supply of Steel Fasteners |
| 310 | Fasteners for Flanges 16\\"\\" x 150# (1.000\\" Dia. X 6.00\\" Length) |
| 311 | Fasteners for Flanges 12\\" x 150# (0.875\\" Dia. X 5.50\\" Length) |
| 312 | Fasteners for Flanges 10\\" x 150# (0.875\\" Dia. X 5.25\\" Length) |
| 313 | Fasteners for Flanges 8\\" x 150# (0.750\\" Dia. X 4.75\\" Length) |
| 314 | Fasteners for Flanges 6\\" x 150# (0.750\\" Dia. X 4.50\\" Length) |
| 315 | Fasteners for Flanges 3\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 316 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.75\\" Length) |
| 317 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 318 | Mech-ML Service-Vasco Terminal |
| 319 | 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. |
| 320 | 16\\", 150#/300#, F/F: |
| 321 | 12\\", 150#/300#, F/F: |
| 322 | 8\\", 150#/300#, F/F: |
| 323 | 6\\", 150#/300#, F/F: |
| 324 | 3\\", 150#/300#, F/F: |
| 325 | 2\\", 150#/300#, W/W: |
| 326 | 2\\", 150#/300#, F/F: |
| 327 | 1\\", 600#/800#/900#/1500#, W/W: |
| 328 | 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. |
| 329 | 3\\", 150#/300#, F/F: |
| 330 | 2\\", 150#/300#, F/F: |
| 331 | 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. |
| 332 | 12\\", 150#/300#, F/F: |
| 333 | 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. |
| 334 | 6\\"x 8\\" Pilot Operated Surge Pressure Relief Valve 150# F/F : |
| 335 | 1\\" X 1\\" F/F Thermal Relief Valve :\\" |
| 336 | Installation of MS Sump Tank 5KL capacity: Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting wi thin station premises, placing on pre-constructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the foundation, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accord ance with the relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC (Fo undation work shall be paid separately under relevant items of Civil works). |
| 337 | 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 |
| 338 | Single Basket Type Strainers along with all accessories, JIB Crane, etc as applicable. |
| 339 | Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Coupling s of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and instruc tions of Site Engineer / EIC. |
| 340 | 16\\" x 150#/300#/600#/900# Insulating Coupling Erection: |
| 341 | 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. |
| 342 | 16\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT APL 5L Pipe: |
| 343 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 344 | 10 NPS (10.75\\" OD x 0.250\\"/ 0.280\\"/ 0.365\\"/ 0.438\\" WT) APL 5L Pipe: |
| 345 | 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: |
| 346 | 6 NPS (6.625\\" OD x 0.250\\"/ 0.280\\" WT) API 5L/ ASTM A106/ A333/ A53 Pipe: |
| 347 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 348 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 349 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 350 | 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. |
| 351 | 16\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT APL 5L Pipe: |
| 352 | 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: |
| 353 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 354 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 355 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 356 | 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. |
| 357 | 16\\" NB Pipe Joints RT: |
| 358 | 12\\" NB Pipe Joints RT: |
| 359 | 10\\" NB Pipe Joints RT: |
| 360 | 8\\" NB Pipe Joints RT: |
| 361 | 6\\" NB Pipe Joints RT: |
| 362 | 4\\" NB Pipe Joints RT: |
| 363 | 3\\" NB Pipe Joints RT: |
| 364 | 2\\" NB Pipe Joints RT: |
| 365 | 1\\" NB Pipe Joints RT: |
| 366 | Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the stations (VASCO TERMINAL AND MPA BERTH NO. 8 UNDER THE SCOPE OF THE CONTRACT) and furnishing them as reference document. Additio nally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer |
| 367 | 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.) |
| 368 | Pipe size 3 inch NB to 6 inch NB: |
| 369 | Pipe size 8 inch NB to 28 inch NB: |
| 370 | 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. |
| 371 | 16\\" NB - Single Cut Joint: |
| 372 | 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. |
| 373 | 12\\" NB - Double Cut Joint: |
| 374 | 10\\" NB - Double Cut Joint: |
| 375 | 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. |
| 376 | Dismantling of existing equipments and/or 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 from IOCL Vasco Terminal/MPA Berth Number 10. The job includes evacuation of the contents of the equipment/piping, cutting the pipes to required sizes as directed, dismantling equipment from foundation, 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 or transportation to designated area for reinstallation viz. IOCL Vasco Terminal or MPA Berth No. 8 as advised by EIC 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 weight of linear measurement of dismantled piping including bends tees/weight of dismantled equipment etc.). Note : The contractor shall indicate the piping system/equipment to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe/equipment. Certain redundant pipes/equipments which in the opinion of the Owner need not be retrieved, those items shall not be dismantelled. The Owner reserves the right to direct contractor to transport specific material to specific location,i.e. either to IOCL Vasco Terminal or MPA Berth No. 8 |
| 377 | 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. |
| 378 | 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 |
| 379 | Mech-ML Composite-Vasco Terminal |
| 380 | 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. |
| 381 | 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. |
| 382 | Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items 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. |
| 383 | 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. |
| 384 | 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. |
| 385 | Supply of Ball and Float Assembly for existing Bulk Air Eliminator (BAE) of size 12\\"X10\\"X150# installed at IOCL Vasco Terminal and in-situ replacement of ball and float assembly in existing BAE. The job includes draining of product from the BAE, removal of necessary appurtenances, dismantling of top flange, removal of existing ball and float assembly, proper fitting and installation of new ball and float assembly, checking the working of newly installed assembly, restoration of existing flange and appurtenances etc. complete in all respect, as per the design & drawings and installation procedures prescribed by the OEM of BAE and as directed by the Engineer-in-charge including labours, equipments ,consumables, materials etc. |
| 386 | Supply and Installation of Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping |
| 387 | Up to 30 mm wide x 1 mm thick Copper strip |
| 388 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 389 | 50 - 75 mm wide x 1 mm thick Copper strip |
| 390 | Up to 30 mm wide x 3 mm thick Copper strip |
| 391 | 30 - 50 mm wide x 3 mm thick Copper strip |
| 392 | Mech-ML Supply-MPA Jetty |
| 393 | Supply of ASTM A106 Gr.B / ASTM A 333 Gr.6 Pipe |
| 394 | 6.625\\" ODx 0.280\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 395 | 4.500\\" ODx 0.237\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 396 | 3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 397 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 398 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 399 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: |
| 400 | Supply of API 6D Ball Valve |
| 401 | 3\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 402 | 2\\"x ANSI 150# HOV W/W API 6D Ball (Fully Welded Body) |
| 403 | 2\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 404 | Supply of API 6D Swing Check Valve |
| 405 | 8\\"x ANSI 150# F/F API 6D SCV |
| 406 | 4\\"x ANSI 150# F/F API 6D SCV |
| 407 | 3\\"x ANSI 150# F/F API 6D SCV |
| 408 | 2\\"x ANSI 150# F/F API 6D SCV |
| 409 | Supply of Relief Valves |
| 410 | 1\\" x 1\\" 150# x150# F/F TRV |
| 411 | Supply of API 602 Gate Valve |
| 412 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 413 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: |
| 414 | Supply of Bends |
| 415 | 12\\" x 150# 90° LR Bend |
| 416 | 6\\" x 150# 90° LR Bends |
| 417 | 4\\" x 150# 90° LR Bends |
| 418 | 3\\" x 150# 90° LR Bends |
| 419 | 2\\" x 150# 90° LR Bends |
| 420 | 1\\" x 150# 90° LR Bends |
| 421 | 4\\" x 150# 45° LR Bends |
| 422 | Supply of Equal Tee |
| 423 | 3\\" ANSI 150# Equal Tee |
| 424 | 2\\" ANSI 150# Equal Tee |
| 425 | Supply of Un Equal Tee |
| 426 | Cross Bar Tee 16\\" x 12\\" , 150# |
| 427 | 16\\"x 12\\" ANSI 150# Un Equal Tee |
| 428 | 12\\" x 8\\" ANSI 150# Un Equal Tee |
| 429 | 12\\" x 6\\" ANSI 150# Un Equal Tee |
| 430 | 3\\" x 2\\" ANSI 150# Un Equal Tee |
| 431 | 3\\" x 1\\" ANSI 150# Un Equal Tee |
| 432 | 2\\" x 1\\" ANSI 150# Un Equal Tee |
| 433 | Supply of Weld-o-Let |
| 434 | Weld-O-Let Size 4\\" on 12\\" #150 |
| 435 | 16\\"x2\\" X 150# Weld-o-let |
| 436 | 12\\"x2\\" X 150# Weld-o-let |
| 437 | Supply of Half coupling & Nipple |
| 438 | 1\\" 3000 Class St. NIPPLE |
| 439 | 1\\" 3000 Class HALF COUPLING |
| 440 | Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supply and as per technical speci fications from approved vendors specified in tender document |
| 441 | 6\\" x 2\\" ANSI 150# END FUNNEL |
| 442 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: |
| 443 | Supply of Steel Flange (WNRF) |
| 444 | 16\\" WNRF 150# |
| 445 | 12\\" WNRF 150# |
| 446 | 8\\" WNRF 150# |
| 447 | 6\\" WNRF 150# |
| 448 | 4\\" WNRF 150# |
| 449 | 3\\" WNRF 150# |
| 450 | 2\\" WNRF 150# |
| 451 | 1\\" WNRF 150# |
| 452 | Supply of Steel Flange (BLRF) |
| 453 | 16\\" BLRF 150# |
| 454 | 12\\" BLRF 150# |
| 455 | 8\\" BLRF 150# |
| 456 | 6\\" BLRF 150# |
| 457 | 4\\" BLRF 150# |
| 458 | 3\\" BLRF 150# |
| 459 | 2\\" BLRF 150# |
| 460 | 1\\" BLRF 150# |
| 461 | Supply of Spiral Wound Metallic Gaskets |
| 462 | 16\\" SWMG ANSI 150# |
| 463 | 12\\" SWMG ANSI 150# |
| 464 | 8\\" SWMG ANSI 150# |
| 465 | 6\\" SWMG ANSI 150# |
| 466 | 4\\" SWMG ANSI 150# |
| 467 | 3\\" SWMG ANSI 150# |
| 468 | 2\\" SWMG ANSI 150# |
| 469 | 1\\" SWMG ANSI 150# |
| 470 | Supply of Steel Fasteners |
| 471 | Fasteners for Flanges 16\\"\\" x 150# (1.000\\" Dia. X 6.00\\" Length) |
| 472 | Fasteners for Flanges 12\\" x 150# (0.875\\" Dia. X 5.50\\" Length) |
| 473 | Fasteners for Flanges 8\\" x 150# (0.750\\" Dia. X 4.75\\" Length) |
| 474 | Fasteners for Flanges 6\\" x 150# (0.750\\" Dia. X 4.50\\" Length) |
| 475 | Fasteners for Flanges 4\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 476 | Fasteners for Flanges 3\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 477 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.75\\" Length) |
| 478 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 479 | Mech-ML Service-MPA Jetty |
| 480 | 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. |
| 481 | 16\\", 150#/300#, F/F: |
| 482 | 12\\", 150#/300#, F/F: |
| 483 | 8\\", 150#/300#, F/F: |
| 484 | 6\\", 150#/300#, F/F: |
| 485 | 4\\", 150#/300#, F/F: |
| 486 | 3\\", 150#/300#, F/F: |
| 487 | 2\\", 150#/300#, W/W: |
| 488 | 2\\", 150#/300#, F/F: |
| 489 | 1\\", 600#/800#/900#/1500#, W/W: |
| 490 | 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. |
| 491 | 8\\", 150#/300#, F/F: |
| 492 | 4\\", 150#/300#, F/F: |
| 493 | 3\\", 150#/300#, F/F: |
| 494 | 2\\", 150#/300#, F/F: |
| 495 | 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. |
| 496 | 1\\" X 1\\" F/F Thermal Relief Valve :\\" |
| 497 | 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 |
| 498 | Scrapper Launching/ Receiving Barrel along with all accessories, JIB Crane, PIG handling tray, etc as applicable. |
| 499 | Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Coupling s of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and instruc tions of Site Engineer / EIC. |
| 500 | 16\\" x 150#/300#/600#/900# Insulating Coupling Erection: |
| 501 | 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. |
| 502 | 16\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT APL 5L Pipe: |
| 503 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 504 | 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: |
| 505 | 6 NPS (6.625\\" OD x 0.250\\"/ 0.280\\" WT) API 5L/ ASTM A106/ A333/ A53 Pipe: |
| 506 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 507 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 508 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 509 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 510 | 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. |
| 511 | 16\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT APL 5L Pipe: |
| 512 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 513 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 514 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 515 | 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. |
| 516 | 16\\" NB Pipe Joints RT: |
| 517 | 12\\" NB Pipe Joints RT: |
| 518 | 8\\" NB Pipe Joints RT: |
| 519 | 6\\" NB Pipe Joints RT: |
| 520 | 4\\" NB Pipe Joints RT: |
| 521 | 3\\" NB Pipe Joints RT: |
| 522 | 2\\" NB Pipe Joints RT: |
| 523 | 1\\" NB Pipe Joints RT: |
| 524 | 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.) |
| 525 | Pipe size 3 inch NB to 6 inch NB: |
| 526 | Pipe size 8 inch NB to 28 inch NB: |
| 527 | 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. |
| 528 | Dismantling of existing equipments and/or 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 from IOCL Vasco Terminal/MPA Berth Number 10. The job includes evacuation of the contents of the equipment/piping, cutting the pipes to required sizes as directed, dismantling equipment from foundation, 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 or transportation to designated area for reinstallation viz. IOCL Vasco Terminal or MPA Berth No. 8 as advised by EIC 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 weight of linear measurement of dismantled piping including bends tees/weight of dismantled equipment etc.). Note : The contractor shall indicate the piping system/equipment to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe/equipment. Certain redundant pipes/equipments which in the opinion of the Owner need not be retrieved, those items shall not be dismantelled. The Owner reserves the right to direct contractor to transport specific material to specific location,i.e. either to IOCL Vasco Terminal or MPA Berth No. 8 |
| 529 | 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 |
| 530 | Mech-ML Composite-MPA Jetty |
| 531 | 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. |
| 532 | 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. |
| 533 | Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items 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. |
| 534 | 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. |
| 535 | 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. |
| 536 | Supply and Installation of Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping |
| 537 | Up to 30 mm wide x 1 mm thick Copper strip |
| 538 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 539 | 50 - 75 mm wide x 1 mm thick Copper strip |
| 540 | Up to 30 mm wide x 3 mm thick Copper strip |
| 541 | 30 - 50 mm wide x 3 mm thick Copper strip |
| 542 | Vasco CSW Supply-T&I |
| 543 | 4C x 1.5 Sq. mm Control Cable |
| 544 | 12C x 1.5 Sq. Control Cable |
| 545 | 40C x 1.5 Sq. Control Cable |
| 546 | 2P x 1.5 Sq. mm Signal Cable |
| 547 | 1 TriadX1.5 sqmm |
| 548 | 8 TriadX1.5 sqmm |
| 549 | Scrapper Detector, 16IN as per tender specifications, conditions, drawings, site conditions and as per instructions of EIC/SIC |
| 550 | Jacking Bracket for 600# & 900#. |
| 551 | Level Transmitter for under ground liquid tank applications -Guided Wave |
| 552 | Level Switch, top mounted [ SAP Code: 8126950804] |
| 553 | Flow Switch for 8\\" 150# |
| 554 | Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better Installation: 2\\" Pipe Moun ted |
| 555 | Temperature Transmitter with surface mounted duplex RTD, Weld pad and dual sensors & Cable glands, Range max (0 to 100 0C); Smart ty pe; accuracy 0.1% or better Installation: Transmitter 2\\" pipe mounted ; RTD in weldpad welded to process pipe surface for below grou nd installation. |
| 556 | Differential Pressure Transmitter with manifold valves and Cable Glands.Range max (0 to 3 kg/cm2).Smart type; accuracy 0.1% or bette r |
| 557 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 558 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 559 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 560 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. |
| 561 | Surge Protection Devices for analog signals from 3 wire Infrared Hydrocarbon Detectors & 3 wire UV/IR Flame Detectors |
| 562 | Calibration kit for Point type Hydrocarbon detectors with gas cylinder, regulator, hose pipe, flowmeter etc. along with required accessories complete in all respect. |
| 563 | 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. |
| 564 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1 inch; Left side entry: 3 Nos.- 1/2 inch; Right side entry: 3 Nos.- 1/2 inch) along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 565 | 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. |
| 566 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 567 | 1 1/4 inch (5/4 inch) |
| 568 | 1 inch |
| 569 | 1/2 inch |
| 570 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 571 | 1 inch to 1/2 inch Reducers |
| 572 | 1 inch to 3/4 inch Reducers |
| 573 | 3/4 inch to 1/2 inch Reducers |
| 574 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 575 | 5/4 inch |
| 576 | 1 inch |
| 577 | 1/2 inch |
| 578 | Coastal - Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) [SAP code: 4323020064] |
| 579 | Coastal - Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 580 | Coastal - Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 581 | Coastal - Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024/8192995702] |
| 582 | Coastal - 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 [ SAP Code 7788049022/8199959002] |
| 583 | Coastal - Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002] |
| 584 | Coastal - Process Tube, Material: Stainless Steel [ SAP Code: 4215689022] |
| 585 | 12 port Industrial Grade layer 2 Network Switch with Optical Interfaces - 8 Fast Ethernet ports with configurable POE ports and 4 optical ports |
| 586 | Vasco CSW Service -T&I |
| 587 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 588 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable mar ker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Ea rth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope., k ) OTDR Traces of the laid OFC as applicable for respective stations |
| 589 | Erection, Installation, Testing and Commissioning of complete Telecommunication System which includes laying of patch cord/pig tails from FTB to equipment rack, laying of power supply cable from owner's power system to equipment rack, extension of earthing, interfacing with DC power system ( Battery charger, Solar system, power fencing ) commissioning of network , all items as per BOM except CCTV system to complete the work in all respect as per scope and technical specifictaions of the tender at Unattended Telecom Repeater |
| 590 | Vasco CSW Composite-T&I |
| 591 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and directions of Engineer in-charge/ Site engineer |
| 592 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. |
| 593 | INSTALLATION OF LEVEL TRANSMITTER: Installation and testing of Level Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks etc. along with tank bottom display (having independent stand, canopy etc.) as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. in-charge/ Site Engineer. |
| 594 | INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawings, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in testing and commissioning of Level Switch (LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. |
| 595 | INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer. |
| 596 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 597 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted temperature elements/temperature transmitter (TT) by by welding the weld pad on the surface of the pipe, silicon paste as per the directions of engineer in-charge/site engineer and drawings. |
| 598 | 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. |
| 599 | 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. |
| 600 | 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. |
| 601 | 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. |
| 602 | 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. |
| 603 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter supplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making structural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends. Mounting the junction boxes as per drawings, manufacturer's instructions, specification and direction/instruction of engineer in-charge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect. |
| 604 | MPA CSW Supply-T&I |
| 605 | 4C x 1.5 Sq. mm Control Cable |
| 606 | 12C x 1.5 Sq. Control Cable |
| 607 | 2P x 1.5 Sq. mm Signal Cable |
| 608 | 1 TriadX1.5 sqmm |
| 609 | Scrapper Detector, 16IN as per tender specifications, conditions, drawings, site conditions and as per instructions of EIC/SIC |
| 610 | Jacking Bracket for 600# & 900#. |
| 611 | Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better Installation: 2\\" Pipe Moun ted |
| 612 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 613 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 614 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 615 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. |
| 616 | Surge Protection Devices for analog signals from 3 wire Infrared Hydrocarbon Detectors & 3 wire UV/IR Flame Detectors |
| 617 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1 inch; Left side entry: 3 Nos.- 1/2 inch; Right side entry: 3 Nos.- 1/2 inch) along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 618 | 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. |
| 619 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 620 | 1 1/4 inch (5/4 inch) |
| 621 | 1 inch |
| 622 | 1/2 inch |
| 623 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 624 | 1 inch to 1/2 inch Reducers |
| 625 | 1 inch to 3/4 inch Reducers |
| 626 | 3/4 inch to 1/2 inch Reducers |
| 627 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 628 | 5/4 inch |
| 629 | 1 inch |
| 630 | 1/2 inch |
| 631 | Coastal - Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) [SAP code: 4323020064] |
| 632 | Coastal - Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 633 | Coastal - Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 634 | Coastal - Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024/8192995702] |
| 635 | Coastal - 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 [ SAP Code 7788049022/8199959002] |
| 636 | Coastal - Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002] |
| 637 | Coastal - Process Tube, Material: Stainless Steel [ SAP Code: 4215689022] |
| 638 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 639 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 640 | 12 port Industrial Grade layer 2 Network Switch with Optical Interfaces - 8 Fast Ethernet ports with configurable POE ports and 4 optical ports |
| 641 | Battery Charger, 230V AC/ 48V DC of minimum 125 A (SMPS based modules , wherein each modules shall be of minimum 25A capacity in n+1 configuration) as per specifications where n is the no. of rectifier modules required to meet current capacity of 125 A . The system includes Surge & Lightning Protection at 230 V AC input & -48 V DC output as per specifications. |
| 642 | Lithium Ion Battery bank (48VDC) of 400AH capacity with Battery Management System including all installation materials and interconn ecting cables |
| 643 | Installation Materials for DC power system, charger,battery bank, solar panel, elelctric power fencing / small wind turbine, AC/ DC Distribution Boxes (ACDBs/ DCDBs), MCBs/ Isolator Switches, Power Distribution Boards, power cables for input power supply to Battery Charger, required cables for taking power supply from Owner's ACDB/distribution / Battery Charger to equipments, required cable from Solar panel/SWT controller to Array junction box/JB to battery charger, all required Installation Material including PVC/GI conduits, casing pipes, clamps, screws etc. as per specifications |
| 644 | MPA CSW Service-T&I |
| 645 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 646 | Erection, Installation, Testing and Commissioning of complete Telecommunication System which includes laying of patch cord/pig tails from FTB to equipment rack, laying of power supply cable from owner's power system to equipment rack, extension of earthing, interfacing with DC power system ( Battery charger, Solar system, power fencing ) commissioning of network , all items as per BOM except CCTV system to complete the work in all respect as per scope and technical specifictaions of the tender at Unattended Telecom Repeater |
| 647 | Erection, Installation, Testing and Commissioning including local testing of the complete DC power system including solar panel, power fencing DCDB, cabling etc at Independent SV/ MOV Stations, CP+SV/ RCP station as per scope and specifications of tender |
| 648 | MPA CSW Composite-T&I |
| 649 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and directions of Engineer in-charge/ Site engineer |
| 650 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. |
| 651 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 652 | 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. |
| 653 | 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. |
| 654 | 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. |
| 655 | 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. |
| 656 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter supplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making structural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends. Mounting the junction boxes as per drawings, manufacturer's instructions, specification and direction/instruction of engineer in-charge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect. |
| 657 | ML CSW Supply-T&I |
| 658 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 659 | Supply of OFC Jointing kits as per tender specifications for 48F |
| 660 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 661 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 662 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 663 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 664 | Supply of Transition pits for building entry points as per tender specifications |
| 665 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications |
| 666 | Supply of wall mounted Fibre Termination Box (FMS) for 24F as per tender specifications |
| 667 | ML CSW Service-T&I |
| 668 | Laying of HDPE pipe(excluding blowing of OFC) in mainline pipe trench at the bottom in all types of soil (including roads, canals, rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable straps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers, end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspection of HDPE joints, testing the installed HDPE duct by blowing \\"mandrel\\" with compressed air, pressure testing the HDPE pipe after laying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in- charge/ Site Engineer and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation, loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealing plugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-charge/ Site Engineer |
| 669 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. |
| 670 | Trenching for laying of HDPE in Independent 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, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications |
| 671 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (ROW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post installation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer |
| 672 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 673 | Installation of RF iD type Electronic Markers as per specifications. The job includes configuration & programming of the Electronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer |
| 674 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 675 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 676 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer. |
| 677 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 678 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 679 | CP Supply-Elect |
| 680 | 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 |
| 681 | 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.) |
| 682 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessories to ensure trouble free operation |
| 683 | Automatic type Cathodic Protection Transformer Rectifier (CPTR) unit with 230 V AC input and 25 V,25 A DC output rating with SCADA linkage facility as per specifications |
| 684 | Supply of junction box of approved make as per specification detailed in the tender document complete with all connecting terminal & shunts, other fittings, DC bus, MS plate box, bakelite terminal board, cable termination bolts, painting etc. |
| 685 | Flameproof & weatherproof Anode Junction Box of approved make |
| 686 | Supply of Flameproof & weatherproof CJB with accessories for distribution of current among pipelines as per technical specification. |
| 687 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make |
| 688 | Copper Cable size 1cx35 sq. mm Armoured |
| 689 | Copper Cable size 1cx25 sq.mm Armoured |
| 690 | Copper Cable size 2cx6 sq.mm Armoured |
| 691 | Copper Cable size 2cx25 sq.mm Armoured |
| 692 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 693 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make |
| 694 | Supply of Four pin Soil Resistivity Meter with output maximum 80 wattt / upto 200 mA stabilised current output as per technical specification. |
| 695 | CP Service-Elect |
| 696 | 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 |
| 697 | 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. |
| 698 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cable, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. Permanent half cell |
| 699 | Coating Resistance Survey: Conducting \\" Coating-Resistance Survey\\" for calculation of specific coating resistance of the pipeline in ohms.sq.m. along the entire pipeline and submitting the report in hard as well as soft copy as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 700 | Close Interval ON/OFF Potential logging survey: Conducting Close Interval Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval ON/OFF Potential logging survey |
| 701 | Close Interval Natural Potential Logging Survey: Conducting Close Interval Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval Natural Potential Logging Survey |
| 702 | Direct Current Voltage Gradient Survey: Conducting Direct Current Voltage Gradient Survey over the buried line, logging all measurements, to identify / pin point the coating defects on pipeline including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects as per directions of Site Engineer / Engineer-in-Charge. Note : The item includes establishing the coating defect at specified locations by excavation in coordination with mainline contractor, who will arrange to repair the defects. |
| 703 | Soil Resitivity Survey: Conducting \\"Soil Resistivity Survey\\" at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 704 | AC interference survey:Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (33 KV and above) crossing or running parallel within a distance of 60 M from the pipeline alignment as per approved procedure. The work shall be completed in all respects including survey, data logging for specified period, recommending mitigation measures & post mitigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. The data to be submitted for each such TLP alongwith coloured graph and recommendations. |
| 705 | Mutual Interference Survey:Conducting Mututal Interference Survey among the new and existing pipelines / facilities /foreign pipeline by taking PSP survey of all the pipelines as per approved procedure to determine level of interference at different places along the pipeline and at point of crossing in common ROW including identifying points and providing the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along with graphs in 3 sets.The item should be complete in all respect including survey, work for mitigating the interference and post mitigating survey as per specifications/directions of site engineer / Engineer-in-Charge. |
| 706 | CAT Survey:Carrying out the Current Attenuation(CAT) Survey at 50 meters interval by measuring current loss along the mainline pipe and using Radio Detection Instruments. Completing the entire work as per specification and EIC`s direction including all equipments with its accessories etc.tools, tackles, Battery transportation (Vehicle), related equipments,consumables, if any labour /manpower and any / all relevant data collection as may be deemed necessary for carrying out the survey and interpretation /presentation of the results including submission of reports complete in all respect thereof. Also locating the exact position of buried pipeline/defect of Pipeline coating.Route mapping of the entire stretch at an interval of 10M with the help of GPS instrument (to be arrange by contractor)and submission of the hard and soft copy to the EIC. |
| 707 | Cathodic Protection Units : Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit or both as required, providing earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. |
| 708 | 230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility |
| 709 | CJB / AJB :Installation of CJB / AJB as per technical specifications. |
| 710 | CP Readings:Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settings of the CPTR/CPPSM units etc as per specifications for achieving full/maximum protection of all the stretches as per the criteria of protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and \\"pipe to soil potential\\" readings at all the test lead locations along the pipeline including the CP station parameters like current(AC/DC), voltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphs and other data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 711 | Commissioning of Mainline CP system:Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect. |
| 712 | Pipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing and submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and services rendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Charge |
| 713 | 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 |
| 714 | Power cables LT : OD upto 20 mm |
| 715 | CP Composite-Elect |
| 716 | 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. |
| 717 | Mainline CP : Anode bed shallow type:Supply & installation of Anode bed ( shallow type ) as per the approved configuration for 'Impressed Current Cathodic Protection' system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between including laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection, providing foundations of Anode Junction Box, chain link fencing around anode junction box wherever required, as per specifications including supply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required. |
| 718 | Cable Marker Supply, erection and installation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc. required as per drawings, specifications and directions of the Site Engineer,including the cost of all materials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge. |
| 719 | Magnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable of size of 1c x 10 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 EIC/ Site Engineer and as per AFC drawings. |
| 720 | 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. |
| 721 | Type A (With Ingress Protection IP:55) |
| 722 | TLP type \\"A\\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 723 | Type B (With Ingress Protection IP:55) |
| 724 | Type B (Flameproof & Weatherproof as per specifications & drawing) (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 725 | Type C (With Ingress Protection IP:55) |
| 726 | Type DAC (With Ingress Protection IP:55) |
| 727 | Flameproof Type E (With Ingress Protection IP:55) as per specification |
| 728 | Flameproof Type DMV (With Ingress Protection IP:55) as per specification |
| 729 | Corrosion Coupon:Supply and Installation of prefabricated CS corrosion coupon with 1 sq. cm bare metal with 2 numbers 4 sq. mm lead of minimum 10 m long lead in a sdistance of 0.5 m from the pipeline inclusive of cable & terminating the cable in the TLP terminal. The corrosion couponf are to be installed with specified test lead points for which prior apporval to be obtained from owner. The item also incluseds supply, installation, laying & termination of all CU cables of required length (as per site condition) and size as mentioned in the standard drawing, toggle switch, cable glands and lugs etc. , complete in all respect as per the direction and specification detailed in the documetn complete with all tools , takles & other necessary requirement for preparation of the coupon . The work complete in all respect shall include supply of all the labours, tols etc. compete as per the direction of site engineer/engineer in charge. |
| 730 | Converter:Supply, installation, testing and commissioning of two separate 4-20 mA converters(0-20 mV Input, 0 to-2VDC input respectively, 2x4-20 mA Output in each converter) in pre installed TLPs at SV/IPIG/CP locations as per the approved drawings 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. |
| 731 | Corrosion Coupon:Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation of sample of size 2 inchx4 inch, application of pipeline coating material on the coupon, soldering 6 sq. mm. cable with coupon, sealing the soldered joint with epoxy, positioning the coupon at the pipe line depth and with in a distance of 0.5 M from the pipeline inclusive of cable & terminating the cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in all respect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer. |
| 732 | CSW Supply-Elect |
| 733 | INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomer mats as per specifications. |
| 734 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 735 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 736 | Fire Equipment |
| 737 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 738 | Flameproof DB: Supply of the flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable, Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified for application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specifications. The item includes supply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifications. |
| 739 | LT Cable: 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Strand ed, FRLSH, C2, Smoke density<40% |
| 740 | AL,3CX10 mm²,A2XFY |
| 741 | AL,3.5CX25 mm²,A2XFY |
| 742 | AL,3.5CX50 mm²,A2XFY |
| 743 | CSW Service-Elect |
| 744 | 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 |
| 745 | 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 |
| 746 | 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 |
| 747 | Power cables LT : OD upto 20 mm |
| 748 | Power cables LT : OD above 20 mm and upto 40 mm |
| 749 | Control cables (T&I) : OD upto 20 mm |
| 750 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 751 | Control cables (T&I) : OD above 30 mm and upto 40 mm |
| 752 | Cat-06 LAN cable in 16mm / 25mm / 32mm PVC conduit etc |
| 753 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom / Control System Works Contractor in commissioning of Local Area Network. |
| 754 | 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. |
| 755 | Capacity upto and including 1 KW |
| 756 | Capacity above 1 KW and upto 2.5 KW |
| 757 | FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of 415 V , Flameproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands etc. complete as per cable schedule, drawings etc. |
| 758 | CSW Composite-Elect |
| 759 | 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. |
| 760 | 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. |
| 761 | 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. |
| 762 | 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. |
| 763 | 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 |
| 764 | Power cables LT : OD upto 20 mm |
| 765 | Power cables LT : OD above 20 mm and upto 40 mm |
| 766 | 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. |
| 767 | Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools,materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.) |
| 768 | 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. |
| 769 | 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. |
| 770 | 50 mm X 6 mm G.I. earthing strip |
| 771 | 40 mm X 5 mm G.I. earthing strip |
| 772 | 25mm x 3 mm copper flat |
| 773 | GI wire (8 SWG) |
| 774 | Copper cable as per specifications - 100 Sq.mm |
| 775 | Copper cable as per specifications - 10 Sq.mm |
| 776 | 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: |
| 777 | 25 mm |
| 778 | 37 mm |
| 779 | 50 mm |
| 780 | 100 mm |
| 781 | CAUTION BOARD : Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 782 | STAINLESS STEEL INSCRIPTION PLATE : Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc. |
| 783 | 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: |
| 784 | 300 mm dia |
| 785 | 200 mm dia |
| 786 | 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: |
| 787 | Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia |
| 788 | Swan neck lighting pole with LED well glass light: Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be as per SOR from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof LED well glass light fitting complete with lamp and built in control gear and choke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted d with 01 coat of primer and 02 coats of aluminium paint. The job shall include supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting. The job complete in all respects as per specifications, drawings and instructions of EIC/Site engineer. |
| 789 | 5M Swan neck light pole with 2x18W LED well glass light, Height from FGL 5m |
| 790 | SITC of 415V, 250A, 50kA, 4) MCCB with microprocessor based djustable release ad terminal spreaders in existing cuble panel oard including drilling holes, cut out in cubicle panel, making onnections, etc. The work is to be completed in all respect with isconnection of existing lower rated SFU/feeder, if any, along ith accessories supply of higher rating interconnecting single ore FRLS PVC insulated flexible copper cables (approx. 95 Sqmm), cable termination to MCCB & bus bar with alltools, tackles, onsumable materialslabour etc. as per drawings, specification and directions of site engineer/ Engineer-in-Charge. |
| 791 | 47.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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