Tender For Installation Of 8.625 Od, 4.3 Km (Approx.) Cross Country Pipeline & Associated Combined Station Works At Iocl Willingdon Island Terminal And Snc North Jetty Under Kochi Hfhsd Pipeline Project.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Sep 2026
3 days left
EMD
2.64 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
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of 8.625 Od, 4.3 Km (Approx.) Cross Country Pipeline & Associated Combined Station Works At Iocl Willingdon Island Terminal And Snc North Jetty Under Kochi Hfhsd Pipeline Project.
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 WORKS |
| 3 | 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. |
| 4 | 8.625 INCH OD |
| 5 | Laying pre-coated pipes in Water Logged/High Water Table Areaincluding providing all equipment, works,labour, inputs and materials/consumable necessary to perform and complete the work in allrespects, submission of construction procedure for Owner's approval,arranging the required additional land for construction purpose,preparation of site including dewatering, aligning, bending, lining upand welding the pipe, 100% radiographic inspection of weld joints,coating of field weld joints, holiday detection and repair of coating,hydrotesting testing and replacement of pipes/ defects, excavation ofthe trench to required depth in all kinds of soil and conditionsincluding rock trenching and maintenance of trench in all kinds of soilincluding rocky strata, if any, and laying of the pipeline in approvedtrench, backfilling and final clean-up, stabilisation of the excavatedbanks, disposal of waste and surplus in accordance with the contract,and supply of materials (other than those specifically undertaken to besupplied by the Owner under the contract) necessary for or in theperformance of the work or for temporary or permanent incorporation inthe works and all other acts, matters and things necessary to completethe work in all respects according to the contract. NOTE:1. Depending upon the site condition, the Engineer-in-Charge, inconsultation with the Contractor, shall decide upon the preciseoperations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operationsnecessary shall be deemed to have been included in the rate for this item. |
| 6 | 8.625 INCH |
| 7 | Supplying, providing and filling soft soil in trenches in stretches other than normal soil and hard rock (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. Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. 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. |
| 8 | 8.625 INCH |
| 9 | 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. |
| 10 | Kilometre post |
| 11 | Direction markers |
| 12 | Warning signs |
| 13 | 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. |
| 14 | 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. |
| 15 | 8.625\\" |
| 16 | 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. |
| 17 | 8.625\\" |
| 18 | Taking delivery of MOVs for mainline from Owner's stockpile/ godown, preparation of pup pieces of specified length from owner supplied pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatically testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, welding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foundation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valve enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically undertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer / Engineer-in-Charge. |
| 19 | 8.625 INCH |
| 20 | 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. |
| 21 | 8.625\\" |
| 22 | Carrying out Calliper survey for ascertaining the internal geometry of the installed pipeline sections including mobilization/ demobilization of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, preparation and cleaning of the pipeline sections by running series of foam 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, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, rectification of defects observed from calliper survey (if HDD is executed by the same contractor), including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete as per specifications and directions of Site Engineer / Engineer-in-Charge. DIAMETER |
| 23 | 8.625 INCH |
| 24 | 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) |
| 25 | 8.625 INCH in Normal Soil |
| 26 | PART-B HDD WORKS Extra for HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 27 | 8.625 INCH in Normal Soil |
| 28 | 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 |
| 29 | 8.625 INCH in Normal Soil |
| 30 | PART-B SHALLOW HDD WORKS Extra for Shallow HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 31 | 8.625 INCH in Normal Soil |
| 32 | CIVIL WORKS |
| 33 | 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. |
| 34 | 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. |
| 35 | 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. |
| 36 | In all kinds of soil |
| 37 | 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. |
| 38 | 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. |
| 39 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. |
| 40 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 41 | Beyond 30 cm girth upto and including 60 cm girth |
| 42 | Beyond 60 cm girth upto and including 120 cm girth |
| 43 | Beyond 120 cm girth upto and including 240 cm girth |
| 44 | 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. |
| 45 | 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: |
| 46 | 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] |
| 47 | 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] |
| 48 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 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 | DAMP-PROOF COURSE : Providing and laying damp-proof course 50 mm thick with cement concrete 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] laid to proper level & line including providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 51 | 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 |
| 52 | DESIGN MIX CONCRETE : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR. All works upto plinth level |
| 53 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 54 | DESIGN MIX CONCRETE : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR. All works above plinth level upto floor V level |
| 55 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 56 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 57 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 58 | MASONRY WORK :Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : |
| 59 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 60 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 61 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 62 | Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.] |
| 63 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint \\"EPILUX 155\\" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 64 | Supplying steel structural items at site such as joists, tubes, pipes, channels, angles, beams, plates, flats, square/ rectangular hollow sections, bars, MS gratings, chequered plates, C.I. Rollers, bolts & nuts, washers, grouting/ foundation bolts, etc., fabrication and erection/fixing of structures such as saddle supports, pipe supports, valve supports, platforms, walkways, stairways, crossovers, struts, chain link fencing posts, gate, collapsible gate, ladders, safety grills, signboards, supports for cable trench, cable racks, cable tray support, push button control posts, supporting structures etc. as per drawing including drilling holes, making slots for barbed line, wire hoisting, placing in position, embedding in concrete etc. including surface preparation using abrasive blast cleaning or power tools cleaning, priming and painting the finished structure by applying one coat of High Build Epoxy Zinc Phosphate Primer (min. 50 µm), one coat of Self-primed, surface tolerant, High build Epoxy mastic (min. 150 µm) and one finish coat of Isocyanate Aliphatic Poly-Urethane(PU) Finish Paint (min. 50 µm) (Total DFT: 250 µm), including supply of all inputs such as labour, materials, consumables, tools and tackles, welding electrodes, paints of approved make as per vendor list in the tender,cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer/ EIC. Note: This item is excluding the cost of concrete work. |
| 65 | 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. |
| 66 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires 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. |
| 67 | 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]. |
| 68 | 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. |
| 69 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge : |
| 70 | Made of G.I. wire of dia 4 mm |
| 71 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. |
| 72 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm 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. |
| 73 | 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. |
| 74 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. |
| 75 | Extra over item of IRONITE NO. 1 flooring for use of IRONITE NO. 3 (Metallic Dry Shade) in lieu of top layer of IRONITE NO.1 |
| 76 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 12 mm cement plaster of mix : |
| 77 | 1:6 (1 cement : 6 fine sand) |
| 78 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 79 | 1:4 (1 cement : 4 fine sand) |
| 80 | 1:6 (1 cement : 6 fine sand) |
| 81 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 82 | Neat cement punning. |
| 83 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 84 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 85 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 86 | 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] : |
| 87 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 88 | 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] |
| 89 | 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] |
| 90 | 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.] |
| 91 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per the directions of Engineer-in-Charge. |
| 92 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 93 | 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. |
| 94 | Supplying and stacking at site : |
| 95 | 90 mm to 45 mm size stone aggregate |
| 96 | 63 mm to 45 mm size stone aggregate |
| 97 | Stone screening 13.2 mm nominal size (Type A) |
| 98 | Moorum |
| 99 | 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. |
| 100 | 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) |
| 101 | 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]. |
| 102 | Cement concrete prepared with batch mixing machine |
| 103 | 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\\"]. |
| 104 | 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\\"]. |
| 105 | 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 : |
| 106 | New work (Two or more coats) |
| 107 | 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. |
| 108 | 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. |
| 109 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge : |
| 110 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 111 | 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 : |
| 112 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 113 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 114 | 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.] |
| 115 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge. |
| 116 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge. |
| 117 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. |
| 118 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be supplied by the department free of cost.] |
| 119 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 120 | 80 mm nominal dia pipes |
| 121 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 122 | 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 : |
| 123 | 250 mm dia. R.C.C. pipe |
| 124 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 125 | 450 mm dia R.C.C. pipes |
| 126 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 127 | 450 mm dia R.C.C. pipes |
| 128 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications and directions of the Engineer-in-Charge. |
| 129 | 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 : |
| 130 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 131 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 132 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 133 | ALUMINIUM WORK : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : For fixed portion : |
| 134 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 135 | ALUMINIUM WORK : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 136 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 137 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 138 | With float glass panes of 5.00 mm thickness (weight not less than 12.5 kg/sqm) |
| 139 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 140 | With stainless steel cover plate minimum 1.25 mm thickness |
| 141 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per directions of the Engineer-in-Charge : |
| 142 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 143 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 144 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Engineer-in-Charge : |
| 145 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 146 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 147 | Up to 5 mm depth and 5 mm width |
| 148 | Up to 10 mm depth and 10 mm width |
| 149 | Up to 20 mm depth and 20 mm width |
| 150 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \\"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer-in-Charge. |
| 151 | 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. |
| 152 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per directions of the Engineer-in-Charge. |
| 153 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-in-Charge : |
| 154 | 450 mm x 450 mm rectangular section radial drain. |
| 155 | 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. |
| 156 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge. -80 mm thick C.C. paver block of M-40 grade with approved colour design and pattern |
| 157 | \\"Supplying, Drilling, Cleaning hole and fixing ETA approved 2 component FIS EM PLUS / HILTI HIT-RE500 V4, a pure epoxy-based injection mortar or equivalent with A M S S 316 Grade Threaded Rod for fixing the base plates at the specified location with specified embedment depth and diameters ensuring proper cleaning and installation. The pure epoxy - based product should be approved by ETA, ICC, with Seismic (C1 & C2) approval, fatigue-relevant cyclic loading, Fire Approvals, in anchors to use in cracked/un-cracked concrete, also compatible with Diamond Drilled Holes and in under water conditions. The chemical shall have minimum 100 years of working life, along with 120 years of any thirdparty test certificates or ETA document. Anchoring with A M S S 316 Grade with FIS EM Plus / HILTI HIT-RE500 V4 or equivalent chemical to be designed as per relevant design codes (ETAG/ENSO/ EN 1992-4). Drilling hole with specified drilling technique to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard FIS AM dispenser or equivalent. The installation and the setting instructions should be strictly followed as per manufacturer's specification including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush etc, all complete as per direction of Engineer in charge. The adequate diameter and embedment of Anchor to be decided as per Fixperience / Profis Engineering Software & the report to be submitted to the project manager/ design engineer for approval. Rate shall include chemical, rod with nut and washer, drilling in concrete, including fixing of anchors all complete as per the direction of Engineer in charge.\\" |
| 158 | with 10mm Diameter Rod |
| 159 | with 12mm Diameter Rod |
| 160 | with 16mm Diameter Rod |
| 161 | with 20mm Diameter Rod |
| 162 | \\"Supplying, Drilling hole and fixing of Mechanical expansion anchors like FAZ II Plus R / HST3-R (S S 316 Grade confirming to EN 10088) or equivalent from approved make for fixing in Columns, beams, slabs or any concrete structure for installation of base plates designed to withstand the loads provided by the or Project Internal design team or competent authority. The mechanical expansion anchor should be approved by ETA, ICC or equivalent, with Seismic (C1 & C2) approval, fatigue-relevant cyclic loading, Fire Approvals of minimum 2 hours, in anchors to use in cracked/un-cracked concrete. The anchor shall have minimum 50 years of working life, along with 100/120 years of any third-party test certificates or ETA Document. Anchor shall be FM approved along with Swiss Shock testing certificate. The number of anchors per support, diameter of anchor and the embedment depth should be as per the manufacturer’s guidelines and design parameters, designed as per relevant design codes (ETAG/ENSO/EN 1992-4) as per Fixperience / Profis Engineering Software and the design report shall be approved by the relevant project design team/ Engg In-charge prior to fixing of anchors. Rate shall include anchor with nut and washer, drilling in concrete, including fixing of anchor all complete as per the direction of Engineer in charge.\\" |
| 163 | M10/30 R with 115mm Anchor Length, minimum embedment depth 65mm. |
| 164 | M12/30 R with 130mm Anchor Length, minimum embedment depth 70mm. |
| 165 | M16/25 R with 148mm Anchor Length, minimum embedment depth 85mm. |
| 166 | M 20/30 R with 172mm Anchor Length, minimum embedment depth 100mm. |
| 167 | Providing and executing precise circular/ linear core drilling/cutting through existing 300 mm to 600 mm thick high-density marine-grade Reinforced Cement Concrete (RCC) structural elements to create openings for subsequent 4.625\\"/ 6.625\\"/ 8.625\\" dia pipe installations. The rate shall be comprehensive of deploying specialized heavy-duty diamond drilling machinery which shall be accommodative for space limitations at site; cutting through embedded steel reinforcement bars of any diameter; and extraction and disposal of the concrete core pieces. |
| 168 | Providing and executing structural repair of the internal core-drilled concrete surface and the annular gap around the installed service pipe, including mechanical cleaning/wire-brushing of cut rebar ends; application of an active corrosion-inhibiting compound over the exposed rebar tips; application of an SBR polymer/epoxy concrete bonding agent; providing high-strength, free-flowing, non-shrink structural epoxy grout to ensure suitable cover to the exposed rebar tips. |
| 169 | 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] |
| 170 | Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with brushes 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. |
| 171 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 172 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer : |
| 173 | G.I. Pipes |
| 174 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansion joints, etc. complete as per directions of the Engineer-in-Charge. |
| 175 | MECHANICAL- CSW SUPPLY |
| 176 | Supply of Steel Flange (WNRF) |
| 177 | 12\\" WNRF 150# |
| 178 | 10\\" WNRF 150# |
| 179 | 8\\" WNRF 150# |
| 180 | 6\\" WNRF 150# |
| 181 | 4\\" WNRF 150# |
| 182 | 3\\" WNRF 150# |
| 183 | 2\\" WNRF 150# |
| 184 | 1\\" WNRF 150# |
| 185 | Supply of Steel Flange (BLRF) |
| 186 | 12\\" BLRF 150# |
| 187 | 8\\" BLRF 150# |
| 188 | 6\\" BLRF 150# |
| 189 | 4\\" BLRF 150# |
| 190 | 3\\" BLRF 150# |
| 191 | 2\\" BLRF 150# |
| 192 | 1\\" BLRF 150# |
| 193 | Supply of Spiral Wound Metallic Gaskets |
| 194 | 12\\" SWMG ANSI 150# |
| 195 | 10\\" SWMG ANSI 150# |
| 196 | 8\\" SWMG ANSI 150# |
| 197 | 6\\" SWMG ANSI 150# |
| 198 | 4\\" SWMG ANSI 150# |
| 199 | 3\\" SWMG ANSI 150# |
| 200 | 2\\" SWMG ANSI 150# |
| 201 | 1\\" SWMG ANSI 150# |
| 202 | Supply of Steel Fasteners |
| 203 | Fasteners for Flanges 12\\" x 150# (0.875\\" Dia. X 5.50\\" Length) |
| 204 | Fasteners for Flanges 10\\" x 150# (0.875\\" Dia. X 5.25\\" Length) |
| 205 | Fasteners for Flanges 8\\" x 150# (0.750\\" Dia. X 4.75\\" Length) |
| 206 | Fasteners for Flanges 6\\" x 150# (0.750\\" Dia. X 4.50\\" Length) |
| 207 | Fasteners for Flanges 4\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 208 | Fasteners for Flanges 3\\" x 150# (0.625\\" Dia. X 4.00\\" Length) |
| 209 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.75\\" Length) |
| 210 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 3.00\\" Length) |
| 211 | Supply of Un Equal Tee |
| 212 | 12\\" x 8\\" ANSI 150# Un Equal Tee |
| 213 | 8\\" x 6\\" ANSI 150# Un Equal Tee |
| 214 | 8\\" x 4\\" ANSI 150# Un Equal Tee |
| 215 | Supply of Equal Tee |
| 216 | 12\\" ANSI 150# Equal Tee |
| 217 | 8\\" ANSI 150# Equal Tee |
| 218 | 6\\" ANSI 150# Equal Tee |
| 219 | 4\\" ANSI 150# Equal Tee |
| 220 | 3\\" ANSI 150# Equal Tee |
| 221 | 2\\" ANSI 150# Equal Tee |
| 222 | 1\\" ANSI 150# Equal Tee |
| 223 | Supply of Bends |
| 224 | 12\\" x 150# 90° LR Bend |
| 225 | 8\\" x 150# 90° LR Bends |
| 226 | 6\\" x 150# 90° LR Bends |
| 227 | 4\\" x 150# 90° LR Bends |
| 228 | 3\\" x 150# 90° LR Bends |
| 229 | 2\\" x 150# 90° LR Bends |
| 230 | 1\\" x 150# 90° LR Bends |
| 231 | 12\\" x 150# 45° LR Bends |
| 232 | 8\\" x 150# 45° LR Bends |
| 233 | 6\\" x 150# 45° LR Bends |
| 234 | 4\\" x 150# 45° LR Bends |
| 235 | 2\\" x 150# 45° LR Bends |
| 236 | 1\\" x 150# 45° LR Bends |
| 237 | Supply of Concentric Reducer |
| 238 | 12\\"x8\\" x Concentric Reducer x 150# |
| 239 | 12\\"x6\\" x Concentric Reducer x 150# |
| 240 | 10\\"x8\\" x Concentric Reducer X 150# |
| 241 | 8\\"x6\\" x Concentric Reducer x 150# |
| 242 | 8\\"x4\\" x Concentric Reducer x 150# |
| 243 | 4\\"x3\\" x Concentric Reducer X 150# |
| 244 | 4\\"x2\\" x Concentric Reducer X 150# |
| 245 | 3\\"x2\\" x Concentric Reducer X 150# |
| 246 | 3\\"x1\\" x Concentric Reducer X 150# |
| 247 | 2\\"x1\\" x Concentric Reducer x 150# |
| 248 | Supply of Half coupling & Nipple |
| 249 | 1\\" 3000 Class St. NIPPLE |
| 250 | 1\\" 3000 Class HALF COUPLING |
| 251 | Supply of Weld-o-Let |
| 252 | 12\\"x2\\" X 150# Weld-o-let |
| 253 | 8\\"x2\\" X 600# Weld-o-let |
| 254 | Supply of ASTM A106 Gr.B / ASTM A 333 Gr.6 Pipe |
| 255 | 6.625\\" ODx 0.280\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 256 | 4.500\\" ODx 0.237\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 257 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 258 | 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 259 | 6\\" x 2\\" ANSI 150# END FUNNEL |
| 260 | Supply of API 6D Ball Valve |
| 261 | 2\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 262 | 3\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 263 | 4\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 264 | 6\\"x ANSI 150# HOV F/F API 6D Ball Valve |
| 265 | Supply of API 6D Gate Valve |
| 266 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 267 | 2\\"x ANSI 600# HOV W/W API 6D Ball Valve |
| 268 | Supply of API 6D Swing Check Valve |
| 269 | 2\\"x ANSI 150# F/F API 6D SCV |
| 270 | 1\\"x ANSI 150# W/W API 6D SCV |
| 271 | Supply of Globe Valve |
| 272 | 4\\"x ANSI 150# F/F BS-1873 GLOBE Valve |
| 273 | 2\\"x ANSI 150# F/F BS-1873 GLOBE Valve |
| 274 | 8\\"x ANSI 150# F/F BS-1873 GLOBE Valve |
| 275 | Supply of Relief Valves |
| 276 | 1\\" x 1\\" 150# x150# F/F TRV |
| 277 | Supply of Fire Fighting Equipment |
| 278 | 9 kg DCP Extinguisher |
| 279 | 6.8 kg CO2 Extinguisher |
| 280 | 2.0 kg CO2 Extinguisher |
| 281 | 2.5 kg clean agent extinguishers IS 15683 Marked |
| 282 | Foam Trolley - 200/210 Lt |
| 283 | Supply of Y-type Strainer (10 Mesh Size) |
| 284 | Y TYPE STRAINER 8INX8IN-150 |
| 285 | MECHANICAL- CSW SERVICES |
| 286 | Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled. |
| 287 | 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. |
| 288 | 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. |
| 289 | Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer |
| 290 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 291 | 10 NPS (10.75\\" OD x 0.250\\"/ 0.280\\"/ 0.365\\"/ 0.438\\" WT) APL 5L Pipe: |
| 292 | 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: |
| 293 | 6 NPS (6.625\\" OD x 0.250\\"/ 0.280\\" WT) API 5L/ ASTM A106/ A333/ A53 Pipe: |
| 294 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 295 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 296 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 297 | 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. |
| 298 | 12 NPS (12.75\\" OD x 0.250\\"/ 0.281\\"/ 0.375\\"/ 0.438\\" WT) APL 5L Pipe: |
| 299 | 10 NPS (10.75\\" OD x 0.250\\"/ 0.280\\"/ 0.365\\"/ 0.438\\" WT) APL 5L Pipe: |
| 300 | 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: |
| 301 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 302 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 303 | 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 304 | Carrying out stress and flexibility analysis of process, utility and firewater piping including creation of model in CAESAR-II (latest edition) software from isometric/ assembly piping drawings/ site measurements, analysis as per relevant codes/ standards, interpretation, recommendations of suitable mitigation measures and design changes, if required as per specification and instructions of EIC/ Site Engineer. Soft copy of Model in software (CARSAR-II) to be provided in USB drive to EIC/ Site Engineer. |
| 305 | 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 |
| 306 | 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. |
| 307 | 12\\" NB Pipe Joints RT: |
| 308 | 8\\" NB Pipe Joints RT: |
| 309 | 6\\" NB Pipe Joints RT: |
| 310 | 4\\" NB Pipe Joints RT: |
| 311 | 2\\" NB Pipe Joints RT: |
| 312 | 1\\" NB Pipe Joints RT: |
| 313 | 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. |
| 314 | 12\\" NB - Single Cut Joint: |
| 315 | 10\\" NB - Single Cut Joint: |
| 316 | 6\\" NB - Single Cut Joint: |
| 317 | 2\\" NB - Single Cut Joint: |
| 318 | 1\\" NB - Single Cut Joint: |
| 319 | 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. |
| 320 | 12\\" NB - Double Cut Joint: |
| 321 | 10\\" NB - Double Cut Joint: |
| 322 | 6\\" NB - Double Cut Joint: |
| 323 | 1\\" NB - Double Cut Joint: |
| 324 | 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.) |
| 325 | Pipe size up to 2 inch NB : |
| 326 | Pipe size 3 inch NB to 6 inch NB: |
| 327 | Pipe size 8 inch NB to 28 inch NB: |
| 328 | Installation of Motor / Engine Driven Pumps |
| 329 | Motor Driven Transfer Pumping Unit / Diesel unloading pumping unit (OH2) Installation: Taking delivery of Motor Driven Pumping units having electrical motor & centrifugal pump and accessories etc,from designated storage location within the pump / terminal station, shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the specification, drawings, manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC., Note: Electrical & Instrumentation connections are not included in this item. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment. |
| 330 | 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 |
| 331 | Y-type strainers. |
| 332 | 8\\" x 150#/300#/600#/900# Insulating Coupling Erection: |
| 333 | 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. |
| 334 | 10\\", 150#/300#, F/F: |
| 335 | 8\\", 150#/300#, F/F: |
| 336 | 4\\", 150#/300#, F/F: |
| 337 | 2\\", 150#/300#, F/F: |
| 338 | 1\\", 150#/300#, W/W: |
| 339 | 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. |
| 340 | 12\\", 150#/300#, F/F: |
| 341 | 10\\", 150#/300#, F/F: |
| 342 | 8\\", 150#/300#, F/F: |
| 343 | 8\\", 150#/300#, W/W: |
| 344 | 6\\", 150#/300#, F/F: |
| 345 | 4\\", 150#/300#, F/F: |
| 346 | 2\\", 150#/300#, F/F: |
| 347 | 1\\", 600#/800#/900#/1500#, W/W: |
| 348 | 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. |
| 349 | 8\\", 150#/300#, F/F: |
| 350 | 6\\", 150#/300#, F/F: |
| 351 | 4\\", 150#/300#, F/F: |
| 352 | MS Sump Tank 20Kl capacity. Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within 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 accordance with the relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work shall be paid separately under relevant items of Civil works). |
| 353 | 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. |
| 354 | 1\\" X 1\\" F/F Thermal Relief Valve :\\" |
| 355 | 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. |
| 356 | Installation of SKID. 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., Flane to Flange Bolting with piping shall be in scpoe of Contractor.Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 357 | MECHANICAL- CSW COMPOSITE |
| 358 | Supply and installation of SS sampling point as per drawing/ instruction of EIC |
| 359 | 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. |
| 360 | 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. |
| 361 | 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. |
| 362 | 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. |
| 363 | Supply and Installation of Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping |
| 364 | Up to 30 mm wide x 1 mm thick Copper strip |
| 365 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 366 | 50 - 75 mm wide x 1 mm thick Copper strip |
| 367 | Supply and installation of retractable Corrosion Coupon Holder with 2\\" Thread-O-Ring (TOR) fitting complete with Caps, Plugs, O-Rings, Nipple & 2\\" 600#/900#full bore threaded ball valve. |
| 368 | Supply and installation of Safety Shower & Eye-Wash as per drawing/ instruction of EIC |
| 369 | INSTRUMENTATION- CSW SUPPLY |
| 370 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 371 | Supply of Pressure Indicators (PI) of the range 0 to 20 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 372 | 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. |
| 373 | 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. |
| 374 | 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. |
| 375 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 376 | 1 1/4 inch (5/4 inch) |
| 377 | 1 inch |
| 378 | 1/2 inch |
| 379 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 380 | 1 inch to 1/2 inch Reducers |
| 381 | 1 inch to 3/4 inch Reducers |
| 382 | 3/4 inch to 1/2 inch Reducers |
| 383 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 384 | 5/4 inch |
| 385 | 1 inch |
| 386 | 1/2 inch |
| 387 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of holes for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 388 | Coastal - Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) [SAP code: 4323020064] |
| 389 | Coastal - Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 390 | Coastal - Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 391 | Coastal - Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024/8192995702] |
| 392 | Coastal - 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 [ SAP Code 7788049022/8199959002] |
| 393 | Coastal - Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002] |
| 394 | Coastal - Process Tube, Material: Stainless Steel [ SAP Code: 4215689022] |
| 395 | INSTRUMENTATION- CSW SERVICES |
| 396 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth 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 |
| 397 | INSTRUMENTATION- CSW COMPOSITE |
| 398 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings |
| 399 | 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. |
| 400 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature elements/temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including supply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 401 | 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. |
| 402 | 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. |
| 403 | 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. |
| 404 | 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. |
| 405 | Installation of Explosion Proof & Weather Proof Manual Call Point/ Hooters/ Beacons in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point/ Hooter/ Beacon) complete in all respect as per specifications. |
| 406 | Installation of UV/IR Flame Detectors, 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 UV/IR Flame detector) complete in all respect as per specifications. |
| 407 | Installation of Explosion Proof & Weather Proof Manual Call Point/ Hooters/ Beacons in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point/ Hooter/ Beacon) complete in all respect as per specifications. |
| 408 | 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. |
| 409 | INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for paneland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends. |
| 410 | Instrumentation Jobs for Mainline Motor |
| 411 | Instrumentation Jobs for Metering Skid |
| 412 | INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels. |
| 413 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wherever required. |
| 414 | AIR CONDITIONER SPLIT TYPE - Supply & Installation of 1.8T Split Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer |
| 415 | OFC LAYING- SUPPLY |
| 416 | I MAINLINE SUPPLY |
| 417 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 418 | OFC Cable |
| 419 | Supply of OFC Jointing kits as per tender specifications for 24F |
| 420 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 421 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 422 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 423 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 424 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 425 | Supply of Transition pits for building entry points as per tender specifications |
| 426 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications |
| 427 | Supply of wall mounted Fibre Termination Box (FMS) for 24F as per tender specifications |
| 428 | II TELECOM SUPPLY |
| 429 | Supply of 2 Pair unarmoured Telephone Cable as per specifications |
| 430 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 431 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 432 | Supply of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. |
| 433 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 434 | OFC LAYING- SERVICES |
| 435 | I MAINLINE SERVICES |
| 436 | 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 |
| 437 | 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. |
| 438 | 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 |
| 439 | Transportation (loading and unloading) o |
| 440 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 441 | 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 |
| 442 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 443 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 444 | 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. |
| 445 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 446 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 447 | OFC LAYING- COMPOSITE |
| 448 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner's approval including the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer including cost of all labour, tools, materials complete in all respects. |
| 449 | Supply and Installation of GI Pipe of 100 mm nominal bore heavy class as per IS1239, sub ducted by 40 mm OD HDPE pipe (excluding supply of HDPE pipe), by boring or jacking method across railway crossing, including all necessary pipe fittings, cost of arranging boring machine, other associated machinery, tools, tackles, skilled manpower, labour etc. job complete in every respects as per the directions of Engineer-in-charge/ Site Engineer. Measurement shall be done by the length of the GI pipe used in the crossings |
| 450 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair capacity with mounting arrangements as per specification. |
| 451 | ELECTRICAL- CSW SUPPLY |
| 452 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge |
| 453 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 454 | Supply and installation of 11/6.6 KV Discharge Rod |
| 455 | INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomer mats as per specifications. |
| 456 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 457 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 458 | Fire Equipment |
| 459 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 460 | 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. |
| 461 | Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall s heathed, Stranded, FRLSH, C2, Smoke density<40% |
| 462 | CU,2CX2.5 mm²,2XWY |
| 463 | CU,3CX2.5 mm²,2XWY |
| 464 | CU,6CX2.5 mm²,2XWY |
| 465 | CU,2CX4 mm²,2XWY |
| 466 | Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overal l sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 467 | AL,3CX10 mm²,A2XFY |
| 468 | AL,4CX10 mm²,A2XFY |
| 469 | AL,3CX25 mm²,A2XFY |
| 470 | AL,3CX35 mm²,A2XFY |
| 471 | AL,3.5CX25 mm²,A2XFY |
| 472 | AL,3.5CX50 mm²,A2XFY |
| 473 | AL, 3C x 95 mm² |
| 474 | AL,3½C x 120 mm² |
| 475 | Supply of LT pane/ LV switchboard as per technical Specifications |
| 476 | ELECTRICAL- CSW SERVICES |
| 477 | Supervision Charges during erection, installation and commissioning of following electrical equipment on call basis including transport, boarding, lodging and other personal expenses- |
| 478 | Supervision Charges for erection, installation, testing & commissioning of LT Panel(s) including relay setting & co-ordination |
| 479 | 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 |
| 480 | 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 |
| 481 | 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 |
| 482 | Power cables LT : OD upto 20 mm |
| 483 | Power cables LT : OD above 20 mm and upto 40 mm |
| 484 | Control cables (T&I) : OD upto 20 mm |
| 485 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 486 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 487 | Cat-06 LAN cable in 16mm / 25mm / 32mm PVC conduit etc |
| 488 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments: |
| 489 | 2/3/4/5/6C upto 95 sqmm |
| 490 | 2/3/4C from 120 upto 400 sqmm |
| 491 | 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. |
| 492 | Capacity upto and including 1 KW |
| 493 | Capacity above 1 KW and upto 2.5 KW |
| 494 | Capacity above 2.5 KW but upto 7.5 KW |
| 495 | Capacity above 7.5 KW but upto 50 KW |
| 496 | Capacity above 50 KW |
| 497 | LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of 415 V, owner supplied power-control- centres, motor control centres, soft starters, APFC panel etc. 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 LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc.: |
| 498 | Weight of unit upto and including 100 Kg |
| 499 | Weight of unit above 100 kg but upto and including 500 kg |
| 500 | Weight of unit above 500 kg but upto and including 1000 kg |
| 501 | Weight of unit above 1000 kg but upto and including 3000 kg |
| 502 | 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. |
| 503 | ELECTRICAL- CSW COMPOSITE |
| 504 | 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. |
| 505 | 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. |
| 506 | 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. |
| 507 | 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. |
| 508 | Power cables LT : OD upto 20 mm |
| 509 | Power cables LT : OD above 20 mm and upto 40 mm |
| 510 | 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. |
| 511 | 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.) |
| 512 | 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. |
| 513 | 50 mm X 6 mm G.I. earthing strip |
| 514 | 40 mm X 5 mm G.I. earthing strip |
| 515 | 25mm x 4 mm copper flat |
| 516 | 25mm x 3 mm copper flat |
| 517 | GI wire (8 SWG) |
| 518 | GI wire / rope 10 mm diameter |
| 519 | Copper cable as per specifications - 100 Sq.mm |
| 520 | Copper cable as per specifications - 10 Sq.mm |
| 521 | 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: |
| 522 | 25 mm |
| 523 | 37 mm |
| 524 | 50 mm |
| 525 | 100 mm |
| 526 | 150 mm |
| 527 | FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure: |
| 528 | FLAMEPROOF LED WELL GLASS FITTING 90 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Well Glass Light Fixture with provision of Cable Entries: 2 Nos. x 3/4 inch ET, Cable Glands: 2 Nos. x 3/4 inch ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4 inch ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 529 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Flood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4 inch ET, Cable Glands: 2 Nos. x 3/4 inch ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4 inch ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 530 | FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved make with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricating, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge: With Ammeter |
| 531 | FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved make with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricating, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge: Without Ammeter |
| 532 | \\"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \\"FLP & WP JUNCTION BOX commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect. |
| 533 | 6 way junction box with 6 cable entries (6 x 3/4\\") at bottom & 20 nos. terminals. |
| 534 | 4 way junction box with 4 cable entries (4 x 3/4\\") at bottom & 20 nos. terminals. |
| 535 | SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). |
| 536 | 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. |
| 537 | 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. |
| 538 | 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: |
| 539 | 300 mm dia |
| 540 | 200 mm dia |
| 541 | 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: |
| 542 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia |
| 543 | 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 |
| 544 | 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. |
| 545 | 5M Swan neck light pole with 2x18W LED well glass light, Height from FGL 5m |
| 546 | 2M Swan neck light pole with 1x60W LED well glass light, Height from FGL- 2m |
| 547 | SITC of 415V, 250A, 50kA, 4) MCCB with microprocessor based adjustable release ad terminal spreaders in existing cuble panel board i ncluding drilling holes, cut out in cubicle panel, making connections, etc. The work is to be completed in all respect with disconne ction of existing lower rated SFU/feeder, if any, along with accessories supply of higher rating interconnecting single core FRLS PV C insulated flexible copper cables (approx. 95 Sqmm), cable termination to MCCB & bus bar with alltools, tackles, consumable materia lslabour etc. as per drawings, specification and directions of site engineer/ Engineer-in-Charge. |
| 548 | CP- SUPPLY |
| 549 | 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 |
| 550 | 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.) |
| 551 | 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 |
| 552 | Automatic type Cathodic Protection Power Supply Module (CPPSM) cum Cathodic Protection Transformer Rectifier (CPTR) unit with 48 V DC & 230 V AC input and 25 V, 25 A DC output along with DC-DC converter & TRU with built in digital data logger having GSM mobile phone connectivity, SCADA linkage and data downloading facilities for data downloading/monitoring,complete as an intergral unit, as per specifications and of approved make |
| 553 | 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. |
| 554 | Flameproof & weatherproof Anode Junction Box of approved make |
| 555 | Supply of Flameproof & weatherproof CJB with accessories for distribution of current among pipelines as per technical specification. |
| 556 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as given in technical specificationsDC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB |
| 557 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make |
| 558 | Copper Cable size 1cx50 sq. mm Armoured |
| 559 | Copper Cable size 1cx35 sq. mm Armoured |
| 560 | Copper Cable size 1cx25 sq.mm Armoured |
| 561 | Copper Cable size 2cx6 sq.mm Armoured |
| 562 | Copper Cable size 2cx25 sq.mm Armoured |
| 563 | Copper Cable size 2cx70 sq.mm Armoured |
| 564 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 565 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make |
| 566 | Supply of Pipe locator cum Current Mapper with GPS and with A frame and all accessories of approved make as per specifications complete in all respects |
| 567 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required accessories complete as per specifications and approved make |
| 568 | CP- SERVICES |
| 569 | 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 |
| 570 | Power cables LT : OD upto 20 mm |
| 571 | Power cables LT : OD above 20 mm and upto 40 mm |
| 572 | 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 |
| 573 | 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. |
| 574 | 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 |
| 575 | 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. |
| 576 | 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 |
| 577 | 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 |
| 578 | 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. |
| 579 | 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. |
| 580 | 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. |
| 581 | 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. |
| 582 | 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. |
| 583 | 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. |
| 584 | 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cum CPPSM) unit of rating 25 V, 25 A DC with with DC-DC converter & SCADA linkage facility as per specifications |
| 585 | CJB / AJB :Installation of CJB / AJB as per technical specifications. |
| 586 | DC distribution board:Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and all other required accessories, tools and tackles complete in all respects as per directions of Site Engineer/Engineer-in-charge. Item includes supply and termination of 2 runs of 1cx25 sq. mm copper cable for Battery Bank |
| 587 | 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. |
| 588 | 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. |
| 589 | 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 |
| 590 | CP- COMPOSITE |
| 591 | 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. |
| 592 | 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. |
| 593 | 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. |
| 594 | 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. |
| 595 | 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. |
| 596 | Type A (With Ingress Protection IP:55) |
| 597 | TLP type \\"A\\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 598 | Type B (With Ingress Protection IP:55) |
| 599 | Type B (Flameproof & Weatherproof as per specifications & drawing) (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 600 | Type C (With Ingress Protection IP:55) |
| 601 | Type DAC (With Ingress Protection IP:55) |
| 602 | Flameproof Type E (With Ingress Protection IP:55) as per specification |
| 603 | Flameproof Type DMV (With Ingress Protection IP:55) as per specification |
| 604 | 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. |
| 605 | 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. |
| 606 | 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. |
| 607 | 44.0 Please Enable Macros to View BoQ information |
| 608 | 44.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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