Tender For Laying And Associated Works Of 16 X 114.864 Km For Sv13 Dbpl To M/S Jsw Vijaynagara, Ballari Pipeline Project
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 Sep 2026
15 days left
EMD
1.18 Crore
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
Ghaziabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Laying And Associated Works Of 16 X 114.864 Km For Sv13 Dbpl To M/S Jsw Vijaynagara, Ballari Pipeline Project
BOQ
| Sl. No. | Item Description |
| 1 | Section-A (Mainline works) |
| 2 | Pipeline Laying/Installation |
| 3 | Laying of Owner-supplied pre-coated 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:- HDPE duct for OFC will be laid along the carrier pipeline.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, 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, |
| 4 | 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, metalled/ un-metalled roads, minor water courses (MWC) etc.,(except crossings identified as Cased , Submerged , Shallow HDD & HDD crossings and “Marshy areas”) and restoration of the 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, |
| 5 | 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. |
| 6 | 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 & 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 as per the relevant clause in GCC. 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. VII) HDPE duct for OFC will be laid along the carrier pipeline and shall be paid separately in relevant SOR. |
| 7 | Line pipe details |
| 8 | Size mm (OD) Thk.(mm) Grade Coating Type Length of each Pipe Type of Soil Terrain/ Area |
| 9 | For All Type of Soil (Refer Notes ) |
| 10 | 406.4 6.4 API 5L Gr. X-70 PSL-2 3 Layer PE Coating Double random (approx.11.5-12.5M) All type of soil Flat / Slightly Undulating/Undulating |
| 11 | 406.4 7.9 API 5L Gr. X-70 PSL-2 3 Layer PE Coating Double random (approx.11.5-12.5M) All type of soil Flat / Slightly Undulating/Undulating |
| 12 | 406.4 8.7 API 5L Gr. X-70 PSL-2 3 Layer PE Coating Double random (approx.11.5-12.5M) All type of soil Flat / Slightly Undulating/Undulating |
| 13 | LAYING CASED CROSSING-WITH OFC DUCT |
| 14 | CASED CROSSING-WITH OFC DUCT (OTHER THAN RAILWAY CROSSING): Laying cased crossings, by auger boring <(>&<)> jacking method, using casing pipes and 3LPE coated carrier pipes, according to drawings, specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection <(>&<)> repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage the insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, |
| 15 | measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings <(>&<)> piping,proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respect, as per directions of Site Engineer/ Engineer-in-Charge |
| 16 | NOTE : l) The work of cased crossing will include the provision of temporary supports for existing installations in the road and/ or railroads, the provision of diversions, the restoration of the railroad/ embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. ll) The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. lll) All materials required for performance of the work shall be supplied by the Contractor at his own cost. IV) Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer's representative (to be arranged by mainline contractor) V) Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench bottom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway etc,. VI) Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts <(>&<)> bolts. |
| 17 | 16\\" (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 18 | LAYING SUBMERGED CROSSING (W OR W/O CS) |
| 19 | SUBMERGED CROSSING Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all works,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contract, including taking delivery and transportation of Owner-supplied coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, preparation of site, aligning, bending, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting (both pre- <(>&<)> post-installation) and replacement of pipes/ defects, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering including installation of well-point system, and |
| 20 | laying of the pipeline in approved trench, including de-watering, providing in-situ concreting at coated weld joints to effectively secure the HDPE conduit with mainline pipe, providing \\"Band IT\\" make stainless steel (SS) strips / clamps of 3/4\\" width for tying HDPE conduit with mainline pipe (two strips per pipe length), backfilling and final clean-up, stabilisation of the excavated banks by additional means, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works and all other acts, matters and things necessary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Engineer-in-Charge. |
| 21 | NOTE : 1. Depending upon the site condition and location of each submerged crossing, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operations necessary shall be deemed to have been included in the rate for this item. 2. Profile of drain / canal bed, ground <(>&<)> top of laid pipe shall be established jointly in presence of Owner both before and after laying the crossing, by taking levels with reference to nearby permanent structure. 3. The banks of the crossing shall be stabilised and suitable brick/stone masonry bank protection works shall be carried out for the entire ROW width to prevent bank erosion leading to exposure of the pipeline. The procedure for such measures shall be submitted for Owner's approval prior to execution. 4. Concrete sheathing work for submerged crossing shall be paid for separately under relevant item of Schedule of Rates. |
| 22 | 16\\" (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 23 | LAYING PRE-COATED PIPES IN MARSHY AREAS |
| 24 | LAYING PIPELINE IN MARSHY AREA Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materials/consumable necessary to perform and complete the work in all respects, submission of construction procedure for Owner's approval, arranging the required additional land for construction purpose, preparation of site including dewatering, aligning, bending, lining up and 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 of the trench to required depth in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, and laying of the pipeline in approved trench, backfilling and final clean-up, stabilisation of the excavated banks, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works and all other acts, matters and things necessary to complete the work in all respects according to the contract |
| 25 | NOTE: 1. Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operations necessary shall be deemed to have been included in the rate for this item. 2. Concrete sheathing work for marshy area laying shall be paid for separately under relevant item of Schedule of Rates. 3. Measurement for this item shall be as per pipe book covering laying in Marshy portion covering laying in Marshy portion covering entire concrete sheathing work only. |
| 26 | 16\\" (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 27 | PROVIDING &LAYING CONCRETE SHEATHING ON THE PIPE |
| 28 | CONCRETE SHEATHING Providing <(>&<)> Laying Concrete sheathing on the carrier pipe i.e., continuous concrete coating (mix 1:1.5:3) using specified (approved) wire mesh reinforcement as per approved drawing and technical specifications, including supply of cement, steel wire mesh, aggregate, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, testing of concrete coated pipes etc. and as per direction of Engineer-in-Charge. Note: I) Payment shall be made for the actual length of pipe coated with concrete. Ends of pipe left uncoated/ shall not be considered in the concrete coating length II)The rates shall include compensation for additional hardship caused in handling and/ or lowering the pipe with concrete coating. The above item shall be executed at the discretion and directions of Engineer-in-Charge. III) The rates shall include the concrete sheathing / coating over weld joints in order to arrive at continuously concrete coated pipeline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test. |
| 29 | 16\\" (406.4 mm OD x 6.4/7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 30 | SAND PADDING (IN OTHER AREAS) |
| 31 | Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock/ boulder stretch (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe for the complete specified trench width. Note: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be included in this item itself |
| 32 | PROVIDING ROCK SHIELD ON MAINLINE PIPE |
| 33 | ROCK SHIELD Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instructions of Site Engineer / Engineer-in-Charge. NOTE: Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation |
| 34 | SUPPLY & INSTALLATION OF PIPELINE MARKER |
| 35 | 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. |
| 36 | Kilometre post |
| 37 | Direction markers |
| 38 | Warning signs |
| 39 | SUPPLY & INSTALLATION OF BOUNDARY PILLAR |
| 40 | 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. |
| 41 | PRE-COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE AND TERMINALS / STATIONS. |
| 42 | Pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system ready for commissioning, providing assistance during the complete duration of commissioning operations, supply of all equipment, manpower, consumables (including pigs and required quantity of nitrogen for valve operations) materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge. |
| 43 | Precommissioning Checks - Pre-commissioning of pipeline including terminals / stations. |
| 44 | DEWATERING AND SWABBING |
| 45 | Dewatering and swabbing of pipeline including terminals / stations. |
| 46 | AIR DRYING / VACCUM DRYING |
| 47 | 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. |
| 48 | NITROGEN PURGING |
| 49 | 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. |
| 50 | IDLE TIME PRESERVATION: |
| 51 | Preservation of complete pipeline section including sub sections, associated facilities and terminal facilities (installed by Contractor) for a period of one month and its maintenance by filling and pressurising with nitrogen to a positive pressure of 2 bars (g). Supply and maintenance of nitrogen at required pressure, including supply of all consumables, nitrogen, all equipment, manpower, etc., complete as per requirement of specifications, other provisions of contract document and instruction of Engineer In-charge. |
| 52 | Preservation and Maintenance of pipeline at a positive pressure of 2 bars (g) beyond 1 month. |
| 53 | Note:i) Arrangement required for idle time preservation i.e. all required fabrication works for blanking at both ends, providing the provision for filling & venting of nitrogen and all necessary arrangement as required shall be done by the contractor as per instruction of EIC.ii) If month is partially completed, payment shall be made on pro-rata basis. |
| 54 | DE-MOBILIZATION AND RE-MOBILIZATION |
| 55 | De-Mobilisation of complete manpower, equipment, tools and tackles etc (in case of complete site activities are stalled or due to reasons solely attributable to owner or due to Force Majure) and remobilization of the same within 1 month including setting up of various facilities required to carry out the works as per direction of Engineer- In-charge. Time interval between any set of Demobilisation and Re-Mobilisation shall be maximum 6 months. List of various equipment and manpower to be remobilized for this purpose shall be as per deatils covered in Volume-II of tender. |
| 56 | TIEING-IN AND HOOK-UP WITH HDD SECTION |
| 57 | TIEING-IN AND HOOK-UP WITH HDD SECTIONS Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of the pipeline (executed by other agency) (optional) on either side of the HDD pipe section, including excavation/ trenching in all kinds of soil including rock, cutting of pipe, making field bends out of pre-tested pipes to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday detection, repair of damaged coating, backfilling and making through the pipeline etc. complete in all respects. Note: This item shall be operated under specific instructions of Engineer-in-Charge. |
| 58 | FABRICATION OF HOT PULL INDUCTION BENDS |
| 59 | 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. |
| 60 | ROCK TRENCHING |
| 61 | Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out or Hydraulic rock breaker or chemical cracking including cost of all equipment, materials, labour, consumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specifications, approved procedure and instructions of Engineer-in-Charge. Note: 1.Payment shall be made for rock actually excavated at site or calculated based on the trench dimensions stipulated in the specifications / drawings, whichever is less. 2.Item shall be operated under specific instructions from Engineer-in-Charge. 3.Controlled Blasting operation shall be carried out only by authorized and trained / skilled manpower, as per approved procedure, and taking due care & precaution to adjoining property, people, livestock etc., with due approval from Engineer-in-Charge 4.Sand padding around mainline pipe shall be paid separately as per relevant item in SOR 5. Additional 150 mm depth of excavation to be carried out in rocky area (for pipe trench) to accommodate sand padding |
| 62 | BANK PROTECTION WORKS |
| 63 | Providing & making bank protection works using Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS-16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of +/- 2%), Zinc+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, including providing wooden/ steel pegs as required for supporting the protection, specifications and directions of the Site engineer/ Engineer-in-Charge. |
| 64 | LAYING PIPELINE IN WATER LOGGED AREA (WITHOUT CONCRETE SHEATHING) |
| 65 | 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. |
| 66 | 16\\" (406.4 mm OD x 6.4/7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 67 | SAND PADDING (IN HARD ROCKY AREAS) |
| 68 | Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching for rock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pipe. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for Extra for Rock trenching |
| 69 | 16 INCH |
| 70 | SOFT SOIL PADDING (IN HARD ROCKY AREAS) |
| 71 | Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. In all cases where rock or gravel or moorum or hard soil is encountered in the bottom of the trench, trench padding, Rock Shield Materials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding materials shall be 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 paid separetly under item for Extra for Rock trenching |
| 72 | 16 INCH |
| 73 | SOFT SOIL PADDING (IN OTHER AREAS) |
| 74 | 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. |
| 75 | 16 INCH |
| 76 | ELECTRONIC GEOMETRY PIGGING (EGP) / CALLIPER SURVEY (INCLUDING MAGNETIC PIGGING) |
| 77 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 78 | 16 INCH |
| 79 | INSTALLATION OF SECTIONALISING VALVES ON MAINLINE |
| 80 | Taking delivery of Valves 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 inValves, 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. |
| 81 | 16 INCH |
| 82 | INSTALLATION BY HDD METHOD |
| 83 | HDD UPTO 100 METERS |
| 84 | -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. ' |
| 85 | -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. |
| 86 | -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. |
| 87 | -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 6\\" 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. ' |
| 88 | -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. |
| 89 | NOTE: The Contractor shall have the option for installation of 6\\" 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 |
| 90 | Where geotechnical survey data is not available for the proposed HDD crossings, the Contractor shall carry out the required geotechnical investigation/survey, including all necessary field investigations, testing, data collection, and reporting, as required for the design and execution of the HDD crossings. The cost of such geotechnical survey/investigation shall be deemed included in the Contractor’s rates and shall be carried out without any additional cost. |
| 91 | HDD UPTO 100 METERS (OFC conduit to be paid separately)\\" |
| 92 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 93 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 94 | HDD FROM 101 TO 300 METERS |
| 95 | PART-A HDD WORKS |
| 96 | '-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. ' |
| 97 | -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. ' |
| 98 | 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 6\\" 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. |
| 99 | -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 6\\" 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 |
| 100 | Where geotechnical survey data is not available for the proposed HDD crossings, the Contractor shall carry out the required geotechnical investigation/survey, including all necessary field investigations, testing, data collection, and reporting, as required for the design and execution of the HDD crossings. The cost of such geotechnical survey/investigation shall be deemed included in the Contractor’s rates and shall be carried out without any additional cost. |
| 101 | HDD FROM 101 TO 300 METERS (OFC conduit to be paid separately) |
| 102 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 103 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 104 | HDD FROM 301 TO 500 METERS |
| 105 | PART-A HDD WORKS |
| 106 | '-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. ' |
| 107 | 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. '- |
| 108 | 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 6\\" 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) |
| 109 | -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.' |
| 110 | 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 6\\" 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 |
| 111 | Where ever geotechnical survey data is not available for the proposed HDD crossings, the Contractor shall carry out the required geotechnical investigation/survey, including all necessary field investigations, testing, data collection, and reporting, as required for the design and execution of the HDD crossings. The cost of such geotechnical survey/investigation shall be deemed included in the Contractor’s rates and shall be carried out without any additional cost. |
| 112 | HDD FROM 301 TO 500 METERS (OFC conduit to be paid separately) |
| 113 | Crossing of Hire Halla River at chainage 18.673 Km for carrier pipeline of size 406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70 and CS conduit of size 150 NB X 6.4 mm thick. of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC. |
| 114 | Crossing of Hire Halla River at chainage 34.960 Km for carrier pipeline of size 406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70 and CS conduit of size 150 NB X 6.4 mm thick. of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC. |
| 115 | Crossing of Nari Halla River at chainage 102.091 Km for carrier pipeline of size 406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70 and CS conduit of size 150 NB X 6.4 mm thick. of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC. |
| 116 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 117 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 118 | TRANSITION PIPE LAYING >12 m both sides |
| 119 | #Laying of Owner-supplied pre-coated steel line pipes, including arranging all additional land/construction corridor, beyond Owner's 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 and transportation of Owner-supplied coated pipes to the work site from designated Stockpile location, inspection of the coated pipes visually and with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position;#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; |
| 120 | #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;#Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints as per Specifications and Special Conditions of Contract (SCC) and destructive testing of one weld joint as per specification and direction of Site Engineer, |
| 121 | including providing Crawler type Automatic X-Ray machine and/ or 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 specified 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;#Carrying out holiday detection at specified voltage level corresponding to coating type 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) and restoration of the site to original condition;#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; |
| 122 | #Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline 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 section;#Obtaining work permits/ NOC from various authorities, having jurisdiction, before execution of work and complying with all stipulations/ conditions/ recommendation of the authorities;#Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities (as required), and obtaining NOC from respective landowners 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; |
| 123 | #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);#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: Liability of Owner to provide ROW to contractor shall be limited to the extent between the hook-up points with existing pipeline including for laying transition pipeline section. Additional space required by contractor beyond the above limits, including for access to site, shall be arranged by contractor at his own cost & initiative. Payment under this item shall be made only for the transition pipe laid more than 12 m length on both sides. Transition Pipe laying upto 12 m length on both sides is included in the SOR item for Tie-In and Hook up. The length of the transition pipe shall be minimized. Utmost care shall be taken while finalizing its length, and the transition pipe shall be laid only with the approval of the Engineer-in-Charge. |
| 124 | 16 INCH (406.4 mm OD x 7.9/8.7 mm of API 5L Grade X-70) |
| 125 | EXTRA FOR OFC in HDD installation |
| 126 | Extra for HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 127 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 128 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 129 | SHALLOW HDD INSTALLATION |
| 130 | PART -A SHALLOW HDD WORKS |
| 131 | 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. |
| 132 | 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. |
| 133 | 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 6\\" 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 |
| 134 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 135 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 136 | Extra SHDD OFC Duct (with carrier pipe) |
| 137 | PART-B SHALLOW HDD WORKS |
| 138 | Extra for Shallow HDD INSTALLATION of OFC Duct (along with carrier pipe) |
| 139 | 16 INCH in Normal Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 140 | 16 INCH in Rocky Soil (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 141 | SUPPLY & INSTALLATION OF CASING PIPE |
| 142 | SUPPLY OF CASING PIPE ( 24\\") , supply of casing pipes separately including all Contractor supplied materials viz. casing insulators and casing end seals as per enclosed drawing, materials for casing vents and drains, etc. including transportation, supply of all other materials, equipments, consumables, man-power, welding including visual inspection of all weld joints, installation of casing insulators, end seals, vents and drain-off pipes, backfilling and restoration as original of the facility crossed and performing all works as per drawings, specifications including PTS and GTS and instructions of Engineer-in Charge and provisions of Contract document. Methodology provided in the Tender Specification is tentative only. Suitability of methodology will be based on suite at site conditions, permissions obtained from the authority and decision by the Engineer in Charge All undergound utilities to be assessed using GPRS Survey / Rodomoeter prior to excavation so that no damage is occured during the Auger Boring process. If any undergound utility is damaged due to Auger Boring or any other activity , same is to be restored by the Bidder without any cost and time implication to Owner / Owner's representative. |
| 143 | CONCRETE SLABS |
| 144 | Concrete slabs as per technical specifications Supply, fabrication and installation of reinforced concrete weights. Reinforced steel size should be 8 mm. top and bottom at a rate of 200 mm c/c of precasted RCC 1:2:4 on pipeline of wall thickness of 100 mm thick and size as per specifications & Standard drawings and instructions of Owner/ Owner#s representative including supply of consumables, materials, equipment, labor, supervision, all associated civil works |
| 145 | GEO TEXTILE BAGS FOR ANTI-BUOYANCY |
| 146 | Design, manufacture and supply of Non-biodegradable geo-textile bags and installation of geo-textile bags duly filled with gravel/ stone ballast on pipelines of all wall thicknesses for anti-buoyancy, drawings, scope of work and instructions of Engineer-in-Charge and other provisions of the Contract document.Note: This item shall be applicable for Some crossings as per instructions of Engineer-incharge |
| 147 | ND 16\\" (For all thicknesses) |
| 148 | AERIAL MARKERS |
| 149 | Supply, fabrication and installation of permanent markers along the pipeline route including all associated civil works such as excavation in all types of soil, construction of pedestals and grouting with concrete, clearing, supply & application of approved color and quality of primer and paint, stencil letter cutting for numbers, direction, chainage, etc. restoration of area to original condition and performing all works as per drawings, specifications and instruction of Owner/Owner#s Representative. |
| 150 | NAVIGABLE WATERWAY MARKERS |
| 151 | Supply, fabrication and installation of permanent markers along the pipeline route including all associated civil works such as excavation in all types of soil, construction of pedestals and grouting with concrete, clearing, supply & application of approved color and quality of primer and paint, stencil letter cutting for numbers, direction, chainage, etc. restoration of area to original condition and performing all works as per drawings, specifications and instruction of Owner/Owner#s Representative. |
| 152 | REPAIR OF DEFECTS IN PIPE COATING (ATTRIBUTABLE TO OWNER) |
| 153 | Repair of Line Pipe Coating - Supply of all coating repair materials as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specifications and instructions of OWNER. This shall be applicable while taking over the line pipe from GAIL Stockyard and directions of Engineer-in-Charge (EIC) |
| 154 | Repair of Holidays in Coating |
| 155 | Repair of Cosmetic Defects in Coating |
| 156 | LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER) |
| 157 | Major Leak/ Bursts (Detected by visual method) : All works for locating & detection of leak/ burst (occurred during hydrostatic testing and tightness test attributable to Owner issued materials) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour manpower and machinery, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge |
| 158 | Major leak (Detected by visual method) |
| 159 | Minor Leak (Detected by sectionalizing method) : All works for locating leak by sectionalizing or any other methods which can not be located by visual means, (occurred during hydrostatic testing and tightness test attributable to Owner issued materials) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour,manpower and machinery, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge |
| 160 | Minor leak (Detected by sectionalizing method) |
| 161 | OVERALL COMMISSIONING OF ENTIRE PIPELINE |
| 162 | Overall commissioning including system checks, inertisation (as required) and charging of entire pipeline system, including all stations and all associated facilities including notifying the Company that the pipeline system is ready for commissioning; Review of status jointly with the Company and obtaining final clearance for start of commissioning; Development and submission of commissioning procedures, obtaining Company approval thereupon, carrying out overall commissioning of the total pipeline system including all facilities and all necessary coordination/ liaison with other Contractor(s) operations; Carrying out commissioning; Supply of all equipment like Nitrogen vapourisers (as required), along with all piping and instruments, temporary venting/flaring/draining facilities as applicable, man-power, consumables including pigs and required quantity of Nitrogen (as required); Performing all associated works, complete as per the relevant specifications, Drawings, scope of work, PTS- Construction of Natural Gas Pipelines, GTS, standards, other provisions of Contract document and instructions of Engineer-in-Charge. |
| 163 | Pipe OD - 16 INCH (406.4 mm OD x 6.4/7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 164 | PIPELINE INFORMATION MANAGEMENT SYSTEM |
| 165 | Providing pipeline information management system using web based software for monitoring pipeline construction progress and providing all \\"As Built\\" data & drawings for entire length of pipeline as per specifications enclosed with the tender document. Scope also includes uploading of all data during construction and As built in Pipeline Information Document Management System of GAIL (India) Ltd. |
| 166 | VIDEO FILM & PHOTOGRAPHY OF CONSTRUCTION |
| 167 | Preparation of high resolution video films with audio commentary and Industrial photography covering all aspects/activities of pipeline construction annotated as required, conversion of same to video Soft file/Hard disk Drive / Pen Drive/Blue Ray format, submitting three (3) sets of the same as per details in scope of work |
| 168 | DIGITIZATION OF RADIOGRAPHY FILMS |
| 169 | Carrying out digitization of all radiographic films (mainline and terminal piping) in the form of digital images (which can then be archived safely for long life and electronic retrieval) complying to all the legal local rules, codes and international standards. Submission of digital images of radiographic film along with compatible software in 6 sets of Soft file/Hard disk Drive / Pen Drive for electronic viewing /retreival |
| 170 | PIPE LAYING BY MACHINE MOLING TECHNIQUE |
| 171 | PIPE LAYING BY MACHINE MOLING TECHNIQUE FOR 16\\" CARRIER PIPE AND HDPE DUCT. |
| 172 | Casing pipe of 24\\" or higher diameter will be free issued by GAIL(India) ltd. Complete work of machine moling for any crossing using installation of Casing and Carrier pipes along with HDPE for OFC Duct along including \\"Receiving and taking over\\" owner supplied three layer PE coated line pipes from Owner's designated place to Project site / dump site(s) and transportation to Contractor's stock yard/ work shop/ work site including all handling, loading, unloading, aligning etc. supply of all Contractor supplied material including consumables, manpower, equipment, other resources to work site(s), Pre-construction survey and making of crossing drawing based on site visit and getting their approval from concerned Authority/Engineer-in-charge prior to starting the execution of work. Execution of works in accordance with specifications and instruction of Engineer-in-charge and as per all provision of Contract Document. |
| 173 | Scope also includes supply and installation of mechanical insulators and End seals on carrier pipe before section insertion into casing pipe, stringing, welding of carrier pipes, 100% radiography, joint coating, restoration of pit etc. It is sole descretion of the Contractor to carryout the crossing of carrier pipe alongwith HDPE Duct through the same drill hole or making separate holes for carrier pipes and HDPE duct. No separate payment shall be made for HDPE duct for said crossing. Methodology provided in the Tender Specification is tentative only. Suitability of methodology will be based on suite at site conditions, permissions obtained from the authority and decision by the Engineer in Charge. All undergound utilities to be assessed using GPRS Survey / Rodomoeter prior to excavation so that no damage is occured during the machine moling process. If any undergound utility is damaged due to machine moling , same is to be restored by the Bidder without any cost and time implication to Owner / Owner's representative. |
| 174 | Installation of 16\\" carrier pipe of Grade API 5L X-70 for all wall thicknesses (406.4 mm OD x 7.9/8.7/ 11.1 mm of API 5L Grade X-70) |
| 175 | CUTTING OF NH/SH/RCC ROAD |
| 176 | Cutting of NH (including service road)/SH (including service road)/RCC road (including service road) - Any equipment, tool, machinery required for cutting shall be brought by contractor without any extra cost to GAIL. |
| 177 | SUPPLY, FABRICATION,INSTALLATION & GROUTING OF DISPLAY BOARD |
| 178 | Supply, fabrication,Installation & grouting of display board as per the detail in MS base frame,MS plate,MS sections,Pipe etc.also indclude bolting,welding,riveting,supply of all necessary ancor bolt etc.Pasting of venil printing on acralic sheet (7ft X 4ft).Supply of paint and applying of anti-rest primer coat and finished coats of approved synthetic all painting work shall be as per paintiong specification , suitable for high corrosive enviorment. Printing and Installation of display boards in directions of EIC. The detail drawing as per suit at site condition and writing matter provided from GAIL. |
| 179 | RESTORATION OF ROADS |
| 180 | Restoration of NH road / SH road /Asphalt / Bituminous / Concrete / Metal / Red stone roads / Pavement / Pavor block / Tiled / Bricklined including compaction of soil, to original condition as per requirement and to the entire satisfaction of EIC and / or concerned Owners, Authority having jurisdiction for following thickness : |
| 181 | Restoration of National highway road (NH) / State highway beyond 10 cm and upto 30 cm thickness |
| 182 | Restoration of National highway road (NH) / State highway more than 30 cm thickness |
| 183 | Restoration of Asphalt / Bituminous road upto beyond 10 cm and upto 30 cm thickness |
| 184 | Restoration of Asphalt / Bituminous road beyond 30 cm thickness |
| 185 | Restoration of Concrete / Metal road upto 10 cm thickness |
| 186 | Restoration of Concrete / Metal road beyond 10 cm and upto 30 cm thickness |
| 187 | Restoration of red stone road / pavement / pavor block / tiled / bricklined upto 4 inch thickness |
| 188 | Restoration of red stone road / pavement / pavor block / tiled / bricklined beyond 4 inch and upto 8 inch thickness |
| 189 | ROU/PIPELINE ROUTE MANAGEMENT FOR MAINLINE WORKS |
| 190 | ROU/Pipeline route management during preconstruction/Construction activities which includes all type of liasoning / coordination with local people/villagers, farmers, land owners or any other person/ institution etc. directly or indirectly linked with the pipeline / affected by the pipeline laying activities for ensuring hindrance-free construction works at site; obtaining NOC from respective land owner(s), farmers etc. as and when required; Liasoning/Coordination and obtaining work permits, NOC from various statutory authorities having jurisdiction for execution of the pipeline laying/crossings Notes:1. Statutory fees/ Payment as per govt. guidelines to farmers etc against ROU opening shall be paid by the owner |
| 191 | SHIFTING & RE-INSTALLATION OF ELECTRIC POLES |
| 192 | Shifting & re-installation of Electric poles (HT) as per guidelines and in co-ordination with concerned authority |
| 193 | NOTE- i) This SOR item shall be executed as per site condition after due approval from EIC. |
| 194 | ii) Statutory fees for shifting will be paid by GAIL |
| 195 | iii) Activity to be strictly performed as per guidelines and in co-ordination with concerned statutory authority |
| 196 | iv) Liasoning of Statutory Body |
| 197 | Shifting & re-installation of Electric poles and Telephone line (poles), (LT) as per guidelines and in co-ordination with concerned authority |
| 198 | NOTE- i) This SOR item shall be executed as per site condition after due approval from EIC. |
| 199 | ii) Statutory fees for shifting will be paid by GAIL |
| 200 | iii) Activity to be strictly performed as per guidelines and in co-ordination with concerned statutory authority |
| 201 | iv) Liasoning of Statutory Body |
| 202 | CORROSION INHIBITOR |
| 203 | Supply and application Volatile and Soluble Corrosion Inhibitor (VCI + SCI) for internal corrosion protection of piggable natural gas pipeline after hydrotesting. The inhibitor shall be suitable for mixing with water and injection into the pipeline between pigs to ensure effective distribution and protection of internal steel surfaces. The system shall provide both contact protection through Soluble Corrosion Inhibitors (SCI) and vapor-phase protection through Volatile Corrosion Inhibitors (VCI).The scope shall include supply of inhibitor, water mixing, dosage, injection/application between pigs, necessary consumables, technical assistance and all associated activities required for satisfactory completion of the work.The detailed application procedure/method statement, including inhibitor dosage, mixing and injection methodology, pigging sequence, application parameters, contact/hold time, verification and preservation requirements, shall be submitted by the Contractor for review and approval by the Engineer-in-Charge prior to commencement.The work shall be carried out strictly in accordance with the approved procedure, manufacturer's recommendations, project specifications, approved BOQ requirements and as directed by the Engineer-in-Charge. |
| 204 | PROVIDING AND ERECTING 2.0 METRE HIGH TEMPORARY BARRICADING AT SITE |
| 205 | Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixed with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. |
| 206 | The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work]. |
| 207 | GROUND PENETRATING RADAR SURVEY |
| 208 | Carrying out subsurface utility survey along the ROU/ROW or proposed pipeline route and/ or as specified by Engineer-In-Charge for provided ROU/ROW/Corridor (Min. 5 meter) using Ground Penetrating Radar (GPR) for depth upto 5m below the existing ground level to locate and identify all existing underground utilities/buried objects including but not limited to pipelines, sewers, conduits, cables, drains, manholes, appurtenances etc in the proposed corridor along with location, DGPS coordinates, depth, shape and dimensional details of utilities. Four (4) Copies of Report and Drawings incorporating all collected datas shall be submitted as per scope of work and direction of the Engineer-in-charge. Scale of Drawing shall be Planimetry (X Axis 1:1000, Y Axis 1:100), Longitudinal Section (Z Axis 1:100) and Transverse Section at critical location. |
| 209 | Conducting topographical ground/land survey |
| 210 | Conducting topographical ground/land survey in the specified area as shown in the tender drawings by conventional/GPS or any other standard method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, top level of nearest state highway or National Highway, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment's, instruments, personnel's, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files. Note: Survey work shall be carried out by survey agency approved by Contractor and sample spot witness of levels cordinates by PMC, and shall be submitted to PMC/Owner for review.Survey drawing will be provided in A0 size with clear visibility of all the spots/levels/ contoure and Bench marks. Permanaet bench mark will be stabished at site in a 450x450 mm size 600mm high bick masonry piller. |
| 211 | Section-B (CIVIL CSW WORKS) |
| 212 | Civil Composite |
| 213 | 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. |
| 214 | 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. |
| 215 | In all kinds of soil |
| 216 | In Ordinary rock |
| 217 | 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. |
| 218 | 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. |
| 219 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as specified. |
| 220 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 221 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 222 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : |
| 223 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole |
| 224 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
| 225 | 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. |
| 226 | CONCRETE WORK : |
| 227 | 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: |
| 228 | 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] |
| 229 | 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] |
| 230 | 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] |
| 231 | 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. |
| 232 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, 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. |
| 233 | REINFORCED CEMENT CONCRETE : |
| 234 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). |
| 235 | a) All work up to plinth level |
| 236 | b) In superstructure at all floors up to floor five level, |
| 237 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for placing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement shall be made as per relevant item of SOR.] : |
| 238 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 239 | With cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 10 mm nominal size). |
| 240 | 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 |
| 241 | DESIGN MIX CONCRETE : |
| 242 | 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.: |
| 243 | 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. |
| 244 | All works upto plinth level |
| 245 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 246 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 247 | All works above plinth level upto floor level |
| 248 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 249 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 250 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \\"QN\\" shall mean \\"QUINTAL\\"] |
| 251 | EXPANSION JOINTS : |
| 252 | 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] |
| 253 | MASONRY WORK : |
| 254 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 255 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 256 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 257 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 258 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 259 | CLADDING WORK : |
| 260 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone slab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : |
| 261 | Area of slab up to 0.50 sqm |
| 262 | TILE WORK IN CLADDING : |
| 263 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 264 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 265 | WOOD & PVC WORK : |
| 266 | FRAMES AND TRUSSES : |
| 267 | Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick shutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside grooves or rebates shall be measured for payment] : |
| 268 | Float Glass Panes - 4.0 mm thick (weight not less than 10 Kg/SQM) |
| 269 | Providing and fixing 450 mm deep storage cabinet (All types- low height, full height and over head) with boxing and shutters finished with 19 mm thick pre-laminated block board of BWP Grade, Decorative type (BWP-DEC) of approved quality or equivalent stamped with IS-1659:2004 (Latest Edition) and pre-lamination should conform to IS-2046:1995 (Latest Edition) with, 1.5’ x 1.25’ mm rubber wood/ C.P. teak moulding, complete in all respect including all hardware and polishing of wooden surfaces in natural shade with melamine as per drawings, specification and directions of the Engineer-in-Charge. [Note: Elevation area shall be measured for payment purpose.] |
| 270 | STEEL WORK : |
| 271 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top cover of required thickness for rolling shutters : |
| 272 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 273 | Providing and fixing ball bearing for rolling shutters. |
| 274 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 275 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete : |
| 276 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 277 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \\"EPILUX 155 High Build Enamel over a coat of \\"EPILUX 610\\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). |
| 278 | 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. |
| 279 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates,flats, bars etc. including cutting to required size, welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves, etc. including preparation of detailed fabrication drawings & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a coat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendations, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 280 | 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. |
| 281 | 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. |
| 282 | 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]. |
| 283 | 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. |
| 284 | 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. |
| 285 | 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 : |
| 286 | G.I. Pipes |
| 287 | FLOORING : |
| 288 | 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. |
| 289 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 290 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and directions of the Engineer-in-Charge. |
| 291 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) |
| 292 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) |
| 293 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 294 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 295 | KOTA STONE FLOORING : |
| 296 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 297 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 298 | CERAMIC TILES : |
| 299 | Providing and fixing ceramic glazed floor tiles of first quality conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. |
| 300 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of first quality conforming to IS:15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and matching pigments etc., complete. |
| 301 | VITRIFIED FLOOR TILES : |
| 302 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : |
| 303 | Size of Tile 600x600 mm |
| 304 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting of joints. [Note: Payment for grouting of joints shall be made separately] : |
| 305 | Size of Tile 600x600 mm |
| 306 | OTHER FLOORING WORKS : |
| 307 | Providing and fixing removable raised/ false access flooring with system (Unitile Solid Feel (USF) 800 or equivalent) and its components of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: |
| 308 | (A) Providing at required spacing to form modular framework, pedestals made out of G.I. tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75 mm x 75 mm x 3.5 mm welded with G.I. fully threaded stud 16 mm outer diameter with two G.I. Check nuts screwed on the stud for level adjustment up to 50 mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the sub-floor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. |
| 309 | (B) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel. The system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-Charge. (C) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be corrosion resistant epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip non-combustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1 mm thickness for superior adhesion and Surface flatness within 0.75 mm.The panel is to withstand a Concentrated Load of 363 Kg applied on area 25 mm x 25 mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 Kg/sq.m. and, an impact load of 50 Kg all complete as per the approved manufacturers specification and as per the direction of the Engineer-in-Charge. All specification must be printed on the side of the panel to ensure the quality of the product : |
| 310 | 450 mm Finished Floor Height (FFH) |
| 311 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber based adhesives including rolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgrade, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) as directed by the Engineer-in-Charge. |
| 312 | ROOFING & CEILING : |
| 313 | ROOFING : |
| 314 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 315 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 316 | RAIN WATER SPOUT AND PIPE : |
| 317 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 318 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 319 | Coupler (110 mm) |
| 320 | Single Push-fit Coupler (110 mm) |
| 321 | Bend- 87.5 Degrees (110 mm) |
| 322 | Shoe - Plain (110 mm) |
| 323 | SHEET ROOFING : |
| 324 | Providing and fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS:737 and dimensions as per IS:2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/ tappping stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc.complete as per directions of the Engineer-in-Charge. [Note: Cost of truss/ framework shall be paid separately under relevant item of SOR]. |
| 325 | 0.91 mm, Aluminium colour coated troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. |
| 326 | Providing and fixing of pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Aluminium Alloy (IS Designation 31500, ISO Designation AA 3004 for colour), coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping stainless steel screws of size M6, 60 mm long with 3 mm thick EPDM seal and stainless steel plain washer etc. all inclusive of labour, scaffolding, T&P and sundries etc.complete as per directions of the Engineer-in-Charge. |
| 327 | Pre-coated/ Mill finish aluminium Ridges (Plain, 500-600 mm) |
| 328 | Pre-coated/ Mill finish aluminium Flashings/ Aprons (Upto 600 mm) |
| 329 | Pre-coated/ Mill finish aluminium Barge Board (Upto 200 mm) |
| 330 | Pre-coated/ Mill finish aluminium Gutter (600 mm overall girth) |
| 331 | FALSE CEILING : |
| 332 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., both side inclusive) consisting of main 'T' runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross 'T' of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm center to center to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised butterfly level clips of size 85x30x0.8 mm spaced at 1200 mm center to center along main 'T', bottom exposed width of 24 mm of all 'T'-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by the Engineer-in-Charge : |
| 333 | G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G.I. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and electro-statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. |
| 334 | FINISHING |
| 335 | CEMENT PLASTER (IN FINE SAND) : |
| 336 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 337 | 1:6 (1 cement : 6 fine sand) |
| 338 | CEMENT PLASTER (IN COARSE SAND) : |
| 339 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 340 | 1:6 (1 cement : 6 coarse sand) |
| 341 | 6 MM CEMENT PLASTER : |
| 342 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 343 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 344 | Neat cement punning. |
| 345 | MISCELLANEOUS PLASTER WORK : |
| 346 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 347 | EXTERIOR FINISHING : |
| 348 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 349 | 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 |
| 350 | 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. |
| 351 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 352 | Lettering with black Japan paint of approved brand and manufacture. [Note: Unit \\"EA\\" shall mean \\"PER LETTER PER CM HEIGHT\\"]. |
| 353 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 354 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 355 | Two coats |
| 356 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : |
| 357 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. |
| 358 | DISMANTLING & DEMOLISHING : |
| 359 | 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] : |
| 360 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 361 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 362 | 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] |
| 363 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] |
| 364 | 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] |
| 365 | ROAD WORK : |
| 366 | 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. |
| 367 | PREMIX CARPET : |
| 368 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom : |
| 369 | With medium setting bitumen emulsion :On W.B.M/ W.M.M. @ 0.4 Kg/sqm |
| 370 | SEAL COAT : |
| 371 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. [Note: This item to be operated only with the prior approval of the Engineer-in-Charge]. |
| 372 | CONCRETE PAVEMENTS : |
| 373 | 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]. |
| 374 | Cement concrete prepared with batch mixing machine |
| 375 | 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\\"]. |
| 376 | 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\\"]. |
| 377 | PAINTING AREA / RUNWAY MARKING : |
| 378 | 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 : |
| 379 | New work (Two or more coats) |
| 380 | ROAD SIGNS & ACCESSORIES : |
| 381 | 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. |
| 382 | MISCELLANEOUS : |
| 383 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of the Engineer-in-Charge : |
| 384 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 385 | 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 : |
| 386 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 387 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge. |
| 388 | 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 : |
| 389 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 390 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 391 | 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.] |
| 392 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 393 | SANITARY INSTALLATIONS : |
| 394 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 395 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 396 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 397 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 398 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : |
| 399 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 400 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 401 | Flexible Pipe :32 mm diameter |
| 402 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 403 | Providing and fixing toilet paper holder : |
| 404 | C.P. Brass |
| 405 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff, etc. : |
| 406 | 75 mm diameter pipe |
| 407 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 408 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc. |
| 409 | C.P. brass double coat hook |
| 410 | WATER SUPPLY : |
| 411 | CPVC PIPES : |
| 412 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the Engineer-in-Charge : |
| 413 | 15 mm nominal outer dia pipes |
| 414 | 20 mm nominal outer dia pipes |
| 415 | 25 mm nominal outer dia pipes |
| 416 | 50 mm nominal outer dia pipes |
| 417 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of the Engineer-in-Charge : |
| 418 | 15 mm nominal dia pipes |
| 419 | 20 mm nominal dia pipes |
| 420 | 25 mm nominal outer dia pipes |
| 421 | 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 : |
| 422 | 15 mm nominal dia pipes |
| 423 | 20 mm nominal dia pipes |
| 424 | 25 mm nominal dia pipes |
| 425 | 50 mm nominal dia pipes |
| 426 | 100 mm nominal dia pipes |
| 427 | BRASS FITTINGS : |
| 428 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 429 | 25 mm nominal bore |
| 430 | 32 mm nominal bore |
| 431 | C.P. BRASS FITTINGS : |
| 432 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms : 15 mm nominal bore |
| 433 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, 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 : |
| 434 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 435 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, 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 : |
| 436 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 437 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equivalent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 438 | Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 439 | Providing and fixing rectangular high density polyethylene water storage loft tank with capacity of 500 liters and above with cover (Ref. Make: SINTEX or approved equivalent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary holes for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 440 | DRAINAGE : |
| 441 | R.C.C. NON-PRESSURE PIPES & FITTINGS : |
| 442 | 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 : |
| 443 | 250 mm dia. R.C.C. pipe |
| 444 | 300 mm dia. R.C.C. pipe |
| 445 | 450 mm dia. R.C.C. pipe |
| 446 | 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 : |
| 447 | 450 mm dia R.C.C. pipes |
| 448 | MANHOLES/ CHAMBERS/ PITS : |
| 449 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 450 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 451 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 452 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coarse aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 453 | For 10 Users |
| 454 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. |
| 455 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 456 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and directions of the Engineer-in-Charge. |
| 457 | 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. |
| 458 | 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 : |
| 459 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 460 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 461 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 462 | ALUMINIUM WORK : |
| 463 | 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] : |
| 464 | For fixed portion :Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 465 | 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] : Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 466 | 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] : |
| 467 | With float glass panes of 5.00 mm thickness (weight not less than 12.5 kg/sqm) |
| 468 | 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. : |
| 469 | With stainless steel cover plate minimum 1.25 mm thickness |
| 470 | 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 : |
| 471 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 472 | 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. |
| 473 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete : |
| 474 | Anodized (AC-15) Aluminium |
| 475 | 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. |
| 476 | WATERPROOFING : |
| 477 | Grading roof for water proofing treatment with : |
| 478 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 479 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge. |
| 480 | 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. |
| 481 | RAINWATER HARVESTING & TUBEWELLS : |
| 482 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 120 metre depth below ground level : |
| 483 | All types of soil :300 mm diameter |
| 484 | Rocky strata including boulders :300 mm diameter |
| 485 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 120 metre & up to 200 metre depth below ground level : |
| 486 | All types of soil :300 mm diameter |
| 487 | Rocky strata including boulders :300 mm diameter |
| 488 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per directions of the Engineer-in-Charge : |
| 489 | 150 mm nominal size diameter |
| 490 | 200 mm nominal size diameter |
| 491 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 492 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 493 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 494 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : |
| 495 | 200 mm diameter |
| 496 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) : |
| 497 | 200 mm diameter |
| 498 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe with all attachment 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 : |
| 499 | 10.0 HP |
| 500 | 7.5 HP |
| 501 | GENERAL WORKS : |
| 502 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sealing compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 503 | 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. |
| 504 | Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m interval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450mm x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of aluminium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackles, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge]. |
| 505 | HORTICULTURE & LANDSCAPING : |
| 506 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment]. |
| 507 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in stacks will be reduced by 8% for payment]. |
| 508 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume of cattle manure measured in stacks will reduced by 8% for payment]. |
| 509 | Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. |
| 510 | Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge. |
| 511 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Engineer-in-Charge (excluding cost of plant & water): |
| 512 | Tree Plant |
| 513 | Shrub Plant |
| 514 | Hedge Plant/ Ground Cover |
| 515 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 516 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. |
| 517 | Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm |
| 518 | Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted/ self-drilling screws and/ or welded LIGHT GAUGE STEEL FRAMING SYSTEM (LGSF) WORKS for Electrical Building of Grade YST310 or above (conforming to IS:15961) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all built-up sections/ compound sections made out of plates/ bent plates/light gauge steel plates in all types of structural frameworks, floor beams, columns, roof, stairs, or any other structural items or accessories to support & including equipment’s, piping, ducts, solar panel supporting structures, electrical fittings, plumbing items, fire water network, panels, storages etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing, scaffolding and removal of the same after erection, grouting with Ordinary Grout or premix free flow Non-shrink Grout as specified if required, including preparation and submission of detailed fabrication drawings, preparing the surface for painting and applying pre-erection/ shop primer as per specification after fabrication etc., and Supplying, transporting, storing, fabricating & erecting in position and testing/ examining of piping, ducts, electrical fittings, plumbing items, fire water network, panels, storages/architectural items etc. including bolted/ self-drilling screws and/ or welded of external and internal cladding sandwiched with rockwool insulation at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including painting of inside the building and outside the building along with the doors, windows, ventilator, exhaust, false ceiling, false flooring (if required) including sealing the joints between the all panels against leak & dust and providing RCC roof above the LIGHT GAUGE STEEL FRAMING SYSTEM (LGSF) structure including provision for supporting the solar panel supporting structure, staircase entrance, parapet walls including water proofing of roof etc. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. |
| 519 | GEO-TECHNICAL INVESTIGATION |
| 520 | Conducting soil investigation with boring including all field tests and laboratory tests, mobilization and demobilization of equipments & personnel etc. for soil investigation for each borehole location. complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of Reports & recommendations and supply of electronic files. |
| 521 | REPAIR & REHABILITATION WORKS : |
| 522 | Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper shape, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable area outside Ownder's premises, all complete as per directions of the Engineer-in-Charge : |
| 523 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 524 | With cement mortar 1:4 (1 cement : 4 coarse sand) |
| 525 | Making the opening in brick masonry for door/ window/ clerestory window, including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per directions of the Engineer-in-Charge : |
| 526 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per the directions of Engineer-in-Charge. |
| 527 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : |
| 528 | Bars up to 12 mm diameter |
| 529 | Bars above 12 mm diameter |
| 530 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and directions of the Engineer-in-Charge complete in all respect : |
| 531 | SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. |
| 532 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 533 | Section-C (MECHANICAL CSW WORKS) |
| 534 | MECHANICAL CSW-SUPPLY |
| 535 | Supply and delivery of Spiral Wound Metallic Gaskets as per technical specifications from approved vendors specified in tender document. |
| 536 | 10\\" SWMG ANSI 150# |
| 537 | 6\\" SWMG ANSI 150# |
| 538 | 3\\" SWMG ANSI 150# |
| 539 | 2\\" SWMG ANSI 150# |
| 540 | 1\\" SWMG ANSI 150# |
| 541 | 10\\" SWMG ANSI 300# |
| 542 | 18\\" SWMG ANSI 600# |
| 543 | 16\\" SWMG ANSI 600# |
| 544 | 12\\" SWMG ANSI 600# |
| 545 | 10\\" SWMG ANSI 600# |
| 546 | 8\\" SWMG ANSI 600# |
| 547 | 6\\" SWMG ANSI 600# |
| 548 | 4\\" SWMG ANSI 600# |
| 549 | 3\\" SWMG ANSI 600# |
| 550 | 2\\" SWMG ANSI 600# |
| 551 | 1\\" SWMG ANSI 600# |
| 552 | ¾\\" SWMG ANSI 600# |
| 553 | Supply and delivery of Insulating Gaskets as per technical specifications from approved vendors specified in tender document: |
| 554 | 2\\" ANSI 600# |
| 555 | Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document: |
| 556 | Fasteners for Flanges 10\\" x 150# (0.875\\" Dia. X 4.50\\" Length) |
| 557 | Fasteners for Flanges 6\\" x 150# (0.75\\" Dia. X 4.00\\" Length) |
| 558 | Fasteners for Flanges 3\\" x 150# (0.625\\" Dia. X 3.50\\" Length) |
| 559 | Fasteners for Flanges 2\\" x 150# (0.625\\" Dia. X 3.25\\" Length) |
| 560 | Fasteners for Flanges 1\\" x 150# (0.500\\" Dia. X 2.50\\" Length ) |
| 561 | Fasteners for Flanges 10\\" x 300# (1\\" Dia. X 6.25\\" Length) |
| 562 | Fasteners for Flanges 10\\" x 300# (1\\" Dia. X 8.25\\" Length ) - extended stud length for flanges with spectacle blind |
| 563 | Fasteners for Flanges 18\\" x 600# (1.625\\" Dia. X 10.75\\" Length ) |
| 564 | Fasteners for Flanges 16\\" x 600# (1.5\\" Dia. X 10\\" Length ) |
| 565 | Fasteners for Flanges 12\\" x 600# (1.25\\" Dia. X 8.75\\" Length ) |
| 566 | Fasteners for Flanges 10\\" x 600# (1.25\\" Dia. X 8.5\\" Length ) |
| 567 | Fasteners for Flanges 8\\" x 600# (1.125\\" Dia. X 7.5\\" Length ) |
| 568 | Fasteners for Flanges 6\\" x 600# (1\\" Dia. X 6.75\\" Length ) |
| 569 | Fasteners for Flanges 4\\" x 600# (0.875\\" Dia. X 5.75\\" Length ) |
| 570 | Fasteners for Flanges 3\\" x 600# (0.75\\" Dia. X 5.00\\" Length ) |
| 571 | Fasteners for Flanges 2\\" x 600# (0.625\\" Dia. X4.25\\" Length ) |
| 572 | Fasteners for Flanges 1\\" x 600# (0.625\\" Dia. X 4\\" Length ) |
| 573 | Fasteners for Flanges 3/4\\" x 600# (0.625\\" Dia. X 3.50\\" Length ) |
| 574 | Fasteners for Flanges 16\\" x 600# (1.5\\" Dia. X 13.75\\" Length ) - extended stud length for flanges with spectacle blind |
| 575 | Fasteners for Flanges 12\\" x 600# (1.25\\" Dia. X 12\\" Length ) - extended stud length for flanges with spectacle blind |
| 576 | Fasteners for Flanges 8\\" x 600# (1.125\\" Dia. X 10\\" Length ) - extended stud length for flanges with spectacle blind |
| 577 | Fasteners for Flanges 6\\" x 600# (1.0\\" Dia. X 9.0\\" Length) - extended stud length for flanges with spectacle blind |
| 578 | Fasteners for Flanges 4\\" x 600# ( 0.875\\" Dia. X 7.75\\" Length ) - extended stud length for Flanges with spectacle blind |
| 579 | Fasteners for Flanges 3\\" x 600# ( 0.75\\" Dia. X 6.75\\" Length ) - extended stud length for Flanges with spectacle blind |
| 580 | Fasteners for Flanges 2\\" x 600# ( 0.625\\" Dia. X 5.75\\" Length ) - extended stud length flanges with spectacle blind |
| 581 | Supply and delivery of Steel Flanges as per technical specifications from approved vendors specified in tender document: |
| 582 | WNRF-150# |
| 583 | 10\\" WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 584 | 6\\" WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 585 | 3\\" WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 586 | 2\\" WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 587 | 1\\" WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 588 | WNRF-300# |
| 589 | 10\\" WNRF FLANGE, ANSI - 300# (B 16.5) - ASTM A350 Gr.LF2 |
| 590 | WNRF-600# |
| 591 | 18\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 592 | 16\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 593 | 12\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 594 | 10\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 595 | 8\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 596 | 6\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 597 | 4\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 598 | 3\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 599 | 2\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 600 | 1\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 601 | ¾\\" WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 Cl 1-ASME 16.5 |
| 602 | BLRF-150# |
| 603 | 10\\" BLRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 604 | 6\\" BLRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 605 | 3\\" BLRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 606 | 2\\" BLRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 607 | 1\\" BLRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 608 | BLRF-300# |
| 609 | 10\\" BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 CL 1 |
| 610 | BLRF-600# |
| 611 | 18\\" BLRF FLANGE ANSI 600# (B16.5) ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 612 | 16\\" BLRF FLANGE ANSI 600# (B16.5) ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 613 | 12\\" BLRF FLANGE ANSI 600# (B16.5) ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 614 | 8\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 615 | 6\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 616 | 4\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 617 | 3\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 618 | 2\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 619 | ¾\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 620 | 1\\" BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 621 | Supply and delivery of Spectacle Blinds as per technical specifications from approved vendors specified in tender document: |
| 622 | 16\\" 600# F/F R/F - ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 623 | 12\\" 600# F/F R/F - ASTM A694 GR. F-52/60 /65 /70 -ASME 16.5 |
| 624 | 8\\" 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 625 | 6\\" 600# F/F R/F -ASTM A350 LF2 CL 1 |
| 626 | 4\\" 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 627 | 3\\" 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 628 | 2\\" 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 629 | 10\\" 300# F/F R/F - ASTM A350 LF2 CL 1 |
| 630 | Supply and delivery of API 6D Ball valves for use in process piping as per technical specifications from approved vendors specified in tender document |
| 631 | 2\\" W/W ANSI 600# A/G, API 6D BALL VALVE-ASTM A350 LF2/ASTM A352 LCC |
| 632 | 2\\" F/F ANSI 600# A/G, API 6D BALL VALVE-ASTM A350 LF2/ASTM A352 LCC |
| 633 | 2\\" F/F ANSI 150# A/G, BALL VALVE- BS 5351-ASTM A350 LF2/ASTM A352 LCC |
| 634 | Supply and delivery of BS 5351/ ISO 17292 Ball valves for use in process piping as per technical specifications from approved vendors as specified in tender document |
| 635 | 3/4\\" F/F ANSI 800# A/G, BALL VALVE-ASTM A350 LF2/ ASTM A352 LCC |
| 636 | 1\\" F/F ANSI 800# A/G, BALL VALVE- BS 5351-ASTM A350 LF2/ASTM A352 LCC |
| 637 | Supply and delivery of BS 1873 / API 623 /ISO 15761 Globe Valve as specified in tender document |
| 638 | 2\\" 600#,F/F,A/G-ASTM A350LF2/ASTM A352LCC |
| 639 | Supply and delivery of Plug Valve as specified in tender document |
| 640 | 2\\" 600#,F/F,A/G-ASTM A350LF2/ASTM A352LCC |
| 641 | Supply and delivery of PSV as specified in tender document |
| 642 | 2\\"x1\\" 600# x150# PSV -ASTM A350 LF2/ASTM A352 LCC |
| 643 | Supply and delivery of Elbow-90 deg LR Bends 600# as specified in tender document |
| 644 | 18\\" 600# (XS) - ASME B16.9/ MSS SP 75 - WPHY 52 |
| 645 | 16\\" 600# (XS) - ASME B16.9/ MSS SP 75 - WPHY 70 |
| 646 | 12\\" 600# (Sch.40) - ASME B16.9/ MSS SP 75 - WPHY 52 |
| 647 | 10\\" 600# (Sch.60) -ASTM A420 Gr.WPL6 |
| 648 | 8\\" 600# (Sch.60) -ASTM A420 Gr.WPL6 |
| 649 | 6\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 650 | 4\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 651 | 3\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 652 | 2\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 653 | 1\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 654 | ¾\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 655 | Supply and delivery of Elbow-45 deg LR Bends 600# as specified in tender document |
| 656 | 18\\" 600# (XS) - ASME B16.9/ MSS SP 75 - WPHY 52 |
| 657 | 16\\" 600# (XS) - ASME B16.9/ MSS SP 75 - WPHY 70 |
| 658 | 12\\" 600# (Sch.40) - ASME B16.9/ MSS SP 75 - WPHY 52 |
| 659 | 10\\" 600# (Sch.60) -ASTM A420 Gr.WPL6 |
| 660 | 8\\" 600# (Sch.60) -ASTM A420 Gr.WPL6 |
| 661 | 6\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 662 | 4\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 663 | 3\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 664 | 2\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 665 | 1\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 666 | ¾\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 667 | Supply and delivery of Concentric Reducers 600# as specified in tender document |
| 668 | 2x3/4\\" 600#(Sch.160XSch160)ASTM A420WPL6 |
| 669 | 16x12\\" 600# (Sch.XS x Sch.40) ASMEB16.9/ASTM A420 WPL6 |
| 670 | 16x10\\" 600# (Sch.XS x Sch.60) ASMEB16.9/ASTM A420 WPL6 |
| 671 | 16x8\\" 600# (Sch.XS x Sch.60) ASMEB16.9/ASTM A420 WPL6 |
| 672 | Supply and delivery of Half coupling (Socolet) & Nipple as specified in tender document |
| 673 | 1\\" 6000# Nipple-ASTM A350 LF2 Cl.1 |
| 674 | ¾\\" 6000# Nipple-ASTM A350 LF2 Cl.1 |
| 675 | 1\\" 6000# HALF COUPLING -ASTM A350 LF2Cl1 |
| 676 | ¾\\" 6000# HALF COUPLING ASTM A350 LF2Cl1 |
| 677 | Supply and delivery of Weld-o-let 600# as specified in tender document |
| 678 | 18\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 679 | 16\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 680 | 12\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 681 | 8\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 682 | 6\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 683 | 10\\"×2\\" 600# (Sch.160) ASTM A350 LF2, CL1 |
| 684 | Supply and delivery of API 5L/ ASTM A333 Gr.6 pipes as per technical specifications from approved vendors specified in tender document: |
| 685 | 18\\" OD X 0.562\\" WT API 5L X52 BBE |
| 686 | 16\\" OD X 0.438\\" WT API 5L X70 BBE |
| 687 | 12.75\\" OD X 0.406\\" WT API 5L X52 BBE |
| 688 | 10.75\\" OD X 0.344\\" WT API 5L X52 BBE |
| 689 | 8.625\\" OD X 0.277\\" WT API 5L X52 BBE |
| 690 | ASTM A333 GR. B PIPE 8.625\\" OD X 0.406\\" WT BBE, STD SCH 60 |
| 691 | ASTM A333 GR. B PIPE 6.625\\" OD X 0.432\\" WT BBE, SCH. 80 |
| 692 | ASTM A333 GR. B PIPE 4.5\\" OD X 0.337\\" WT BBE, SCH. 80 |
| 693 | ASTM A333-GR 6 PIPE 3.5\\" OD X 0.300\\" WT BBE, SCH. 80 |
| 694 | ASTM A333-GR 6 PIPE 2.375\\" OD X 0.344\\" WT BE, SCH. 160 |
| 695 | ASTM A333-GR 6 PIPE 1.315\\" OD X 0.25\\" WT BE, SCH. 160 |
| 696 | ASTM A333-GR 6 PIPE 1.050\\" OD X 0.219\\" WT BE, SCH. 160 |
| 697 | Supply and delivery of Fire Fighting Equipment as per techhnical specifications indicated in tender document: |
| 698 | 9 kg DCP Extinguisher- IS 15683 Marked |
| 699 | 75 kg DCP trolley mounted Extinguisher- IS 15683 Marked |
| 700 | 4.5 kg CO2 Extinguisher- IS 15683 Marked |
| 701 | Sand drum with scoop |
| 702 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 703 | First Aid Box with Snake serum |
| 704 | Fire Bucket |
| 705 | Safety Helmet |
| 706 | Strecher with blanket |
| 707 | Explosimeter |
| 708 | Portable oxygen LEL meter |
| 709 | Rescuscitor |
| 710 | Wind socks |
| 711 | Red & Green flag (Pairs) 2 nos in each colour |
| 712 | Extinguisher box for 9 kg DCP Extinguishers |
| 713 | Dry Chemical Powder silliconised potasium bicarbonate type IS marked, pack of 10 KG |
| 714 | CO2 cartridge - 200 gm capacity for 9 kg capacity DCP extinguisher |
| 715 | Water gel blanket |
| 716 | Positive Pressure type self containing Breathing Apparatus |
| 717 | Fire Proximity suit |
| 718 | PCV suit |
| 719 | Ear plug |
| 720 | Ear muff |
| 721 | Loud hailer/ megaphone |
| 722 | Safety Torch |
| 723 | Cotton hand gloves |
| 724 | Low temparature rubber hand gloves |
| 725 | Hand Siren |
| 726 | Supply and delivery of Flame Arrestor as per technical specifications indicated in tender document: |
| 727 | 6\\" Flame Arrester |
| 728 | 2\\" Flame Arrester |
| 729 | Supply and delivery of Unequal Tee as per technical specifications from approved vendors specified in tender document. |
| 730 | 18\\"×16\\" 600# Unequal TEE-A/G (Sch.40 x Sch.XS)ASME B16.9/ MSS SP 75 - WPHY 52 |
| 731 | 16\\"×12\\" 600# Unequal TEE-A/G (Sch.XS x Sch.40)ASME B16.9/ MSS SP 75 - WPHY 52 |
| 732 | 16\\"×8\\" 600# Unequal TEE-A/G (Sch.XS x Sch.60)ASTM A420 WPL6 |
| 733 | 16\\"×6\\" 600# Unequal TEE-A/G (Sch.XS x Sch.80)ASTM A420 WPL6 |
| 734 | 10\\"×6\\"150# Unequal TEE-A/G (Sch.80 x Sch.80)ASTM A420 WPL6 |
| 735 | 3\\"x2\\" 600# Unequal (Sch.160xSch.160) ASTM A420WPL6 |
| 736 | 2\\"x1\\"600# Un equal (Sch.160xSch.160)ASTM A420WPL6 |
| 737 | 2\\"x3/4\\"600# Unequal Sch.160xSch160 ASTM A420WPL6 |
| 738 | 2\\"×1\\" 150# Unequal TEE-A/G (Sch.160xSch.160)ASTM A420WPL6 |
| 739 | Supply and delivery of equal Tee as per technical specifications from approved vendors specified in tender document. |
| 740 | 8\\" 600# (Sch.60) -ASTM A420 Gr.WPL6 |
| 741 | 6\\" 600# (Sch.80) -ASTM A420 Gr.WPL6 |
| 742 | 3\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 743 | 2\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 744 | 1\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 745 | 3/4\\" 600# (Sch.160) -ASTM A420 Gr.WPL6 |
| 746 | 3\\" 150# (Sch.80) -ASTM A420 Gr.WPL6 |
| 747 | 2\\" 150# (Sch.80) -ASTM A420 Gr.WPL6 |
| 748 | Supply and delivery of 6\\" Quick Opening End Closure as per technical specifications |
| 749 | MECHANICAL CSW-SERVICE |
| 750 | Taking delivery of equipments from designated stores/stockyard, shifting / transporting to station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen as applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment, as applicable |
| 751 | SCRAPER BARREL |
| 752 | 20\\"×16\\" (major×minor) 600# Scraper Barrel and pig handling system(JIB crane, PIG trolley) |
| 753 | INSULATING COUPLING |
| 754 | 16\\" Insulating Coupling |
| 755 | 12\\" Insulating Coupling |
| 756 | 10\\" Insulating Coupling |
| 757 | 6\\" Insulating Coupling |
| 758 | FLOW TEE |
| 759 | 16\\"×16\\" Flow tee (Equal) - A/G |
| 760 | METERING SKID |
| 761 | FILTRATION/METERING/PRS SKID |
| 762 | UNDER GROUND EQUIPMENT INSTALLATION |
| 763 | FLOW TEE |
| 764 | 16\\"×12\\" 600# Flow Tee (Unequal) -U/G |
| 765 | 16\\"×6\\" 600# Flow Tee (Unequal) -U/G |
| 766 | Installation of 6\\" Quick Opening End Closure as per technical specifications |
| 767 | 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. |
| 768 | PROCESS PIPING |
| 769 | 18 NPS API 5L/ ASTM A106 Pipe |
| 770 | 16 NPS API 5L/ ASTM A106 Pipe |
| 771 | 12 NPS API 5L/ ASTM A106 Pipe |
| 772 | 10 NPS API 5L/ ASTM A106 Pipe |
| 773 | 8 NPS API 5L/ ASTM A106/ A333 Pipe |
| 774 | 6 NPS API 5L/ ASTM A106/ A333/ A53 Pipe |
| 775 | 4 NPS ASTM A106/ A333/ A53 Pipe |
| 776 | 3 NPS ASTM A106/ A333/ A53 Pipe |
| 777 | 2 NPS ASTM A106/ A333/ A53 Pipe |
| 778 | 1 NPS ASTM A106/ A333/ A53 Pipe |
| 779 | 3/4 NPS ASTM A106/ A333/ A53 Pipe |
| 780 | 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. |
| 781 | PROCESS PIPING |
| 782 | 18 NPS API 5L/ ASTM A106 Pipe |
| 783 | 16 NPS API 5L/ ASTM A106 Pipe |
| 784 | 12 NPS API 5L/ ASTM A106 Pipe |
| 785 | 10 NPS API 5L/ ASTM A106 Pipe |
| 786 | 8 NPS API 5L/ ASTM A106/ A333 Pipe |
| 787 | 6 NPS API 5L/ ASTM A106/ A333/ A53 Pipe |
| 788 | 4 NPS ASTM A106/ A333/ A53 Pipe |
| 789 | 3 NPS ASTM A106/ A333/ A53 Pipe |
| 790 | 2 NPS ASTM A106/ A333/ A53 Pipe |
| 791 | 1 NPS ASTM A106/ A333/ A53 Pipe |
| 792 | 3/4 NPS ASTM A106/ A333/ A53 Pipe |
| 793 | Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, carrying out pre-hydrotesting of valve and seat test of valve before installation of valve at specified pressure as per instruction of EIC, 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, 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. Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item. |
| 794 | API 6D Ball Valves - Gas Over Oil Actuated |
| 795 | 16\\" ANSI 600# fully welded W/W, U/G, API 6D |
| 796 | 16\\" ANSI 600# fully welded W/W, A/G, API 6D |
| 797 | API 6D Ball Valves -Lever /Gear Operated |
| 798 | 18\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 799 | 16\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 800 | 12\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 801 | 12\\" W/W ANSI 600# A/G, API 6D BALL VALVE |
| 802 | 8\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 803 | 6\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 804 | 6\\" W/W ANSI 600# A/G, API 6D BALL VALVE |
| 805 | 6\\" W/W ANSI 600# U/G, API 6D BALL VALVE |
| 806 | 3\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 807 | 2\\" W/W ANSI 600# A/G, API 6D BALL VALVE |
| 808 | 2\\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 809 | 10\\" F/F ANSI 300# A/G, API 6D BALL VALVE |
| 810 | 2\\" F/F ANSI 150# A/G, BALL VALVE |
| 811 | BS 5351/ ISO 17292 Ball valves |
| 812 | ¾\\" F/F ANSI 800# A/G, BALL VALVE |
| 813 | 1\\" F/F ANSI 800# A/G, BALL VALVE |
| 814 | BS 5351 / ISO 17292 Ball Valve / BS 1873 / API 623 / ISO 15761 Globe Valve/Plug valve |
| 815 | 6\\" 600#,F/F,A/G-Globe valve/plug valve |
| 816 | 3\\" 600#,F/F,A/G-Globe valve/plug valve |
| 817 | 2\\" 600#,F/F,A/G- Globe valve/plug valve |
| 818 | 6\\" 600#,W/W,U/G-Globe valve/plug valve |
| 819 | PRESSURE SAFETY VALVE |
| 820 | 2\\"x1\\" 600# x150# PSV |
| 821 | 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 / images 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. In case where radiography is not possible: v) 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. |
| 822 | 18\\" OD X 0.562\\" WT API 5L X52 BBE |
| 823 | 16\\" OD X 0.438\\" WT API 5L X70 BBE |
| 824 | 12.75\\" OD X 0.406\\" WT API 5L X52 BBE |
| 825 | ASTM A333 GR. B PIPE 10.75\\" OD X 0.500\\" WT BBE, XS SCH 60 |
| 826 | ASTM A333 GR. B PIPE 8.625\\" OD X 0.406\\" WT BBE, STD SCH 60 |
| 827 | ASTM A333 GR. B PIPE 6.625\\" OD X 0.432\\" WT BBE, SCH. 80 |
| 828 | ASTM A333-GR 6 PIPE 3.5\\" OD X 0.300\\" WT BBE, SCH. 80 |
| 829 | ASTM A333-GR 6 PIPE 2.375\\" OD X 0.344\\" WT BE, SCH. 160 |
| 830 | ASTM A333-GR 6 PIPE 1.315\\" OD X 0.25\\" WT BE, SCH. 160 |
| 831 | ASTM A333-GR 6 PIPE 1.050\\" OD X 0.219\\" WT BE, SCH. 160 |
| 832 | Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning 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 its disposal. |
| 833 | 18\\" OD |
| 834 | 16\\" OD |
| 835 | 12\\" OD |
| 836 | 10\\" OD |
| 837 | 8\\" OD |
| 838 | 6\\" OD |
| 839 | 3\\" OD |
| 840 | 2\\" OD |
| 841 | 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 and its disposal. |
| 842 | 18\\" OD |
| 843 | 16\\" OD |
| 844 | 12\\" OD |
| 845 | 10\\" OD |
| 846 | 8\\" OD |
| 847 | 6\\" OD |
| 848 | 3\\" OD |
| 849 | 2\\" OD |
| 850 | 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. |
| 851 | 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 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. |
| 852 | 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 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. |
| 853 | Development of As Built Drawings, Data Sheets etc.: 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 compact disks- For all Stations |
| 854 | Providing services assistance during pre-commissioning and commissioning of entire SV station piping with or without tap-off/with or without scraper barrel including supply of required amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc as per instruction of Engineer-In-charge |
| 855 | Providing services assistance during pre-commissioning and commissioning of scraper barrel, Knock out drums, filters, metering skid, pressure reduction skids as applicable for entire IP/DT/RT station piping including supply of required amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc as per instruction of Engineer-In-charge |
| 856 | Flexibility and Piping Stress Analysis as per specification |
| 857 | 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 |
| 858 | MECHANICAL CSW-COMPOSITE |
| 859 | 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. |
| 860 | Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 861 | 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 |
| 862 | 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. |
| 863 | Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines. |
| 864 | Up to 30 mm wide x 3 mm thick Copper strip |
| 865 | 30 - 50 mm wide x 3 mm thick Copper strip |
| 866 | 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. |
| 867 | Supply and installation of Safety Shower & Eye-Wash as per drawing/ instruction of EIC |
| 868 | Section-D (ELECTRICAL CSW WORKS) |
| 869 | ELECTRICAL CSW-SUPPLY |
| 870 | Aluminium LT Cables FRLSH .-3.5C X50 SQMM1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 871 | Aluminium LT Cables FRLSH-3.5C X 25 SQMM1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 872 | Aluminium LT Cables FRLSH -4CX16 sqmm.1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 873 | Copper LT Cables FRLSH 3CX2.50 sqmm.1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 874 | Copper LT Cables FRLSH- 2CX10 sqmm.1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 875 | Signal Cable 2Px1.5 SQMM Armoured |
| 876 | SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mar k. |
| 877 | INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elasto mer mats as per specifications: Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 878 | SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacit y as per IS: 2878 latest) |
| 879 | ACDB Panel: Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, 200 A Bus Bar having incomers and feeders, suitable for 03 phase DG supply, of approved make, as indicated in technical specifications and cable entries from Top, complete in all respects. |
| 880 | ELECTRICAL CSW-SERVICE |
| 881 | 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 |
| 882 | 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 |
| 883 | Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation 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 la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: |
| 884 | Power cables LT : OD upto 20 mm |
| 885 | Power cables LT : OD above 20 mm and upto 40 mm |
| 886 | Control cables (T&I) : OD upto 20 mm |
| 887 | ITC of 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.: |
| 888 | Weight of unit above 500 kg but upto and including 1000 kg |
| 889 | Corrosion monitoring probes: Installation and testing of corrosion monitoring ER probes including 2\\" Flareweld on station piping at desired location and 12 O'Clock position for mounting of ER Probe under the supervision of site engineer. The job complete in all respect with material, tools & tackles, consumables etc. |
| 890 | ITC of DB Panel - 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. |
| 891 | ELECTRICAL CSW-COMPOSITE |
| 892 | GI CABLE TRAY: 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. |
| 893 | CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement co ncrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 894 | 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. |
| 895 | 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. |
| 896 | Supply, erection, installation and testing of 20M high mast shaft in three sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240 W LED of Bajaj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly. 240 Watts and 1 set Within Luminary Interconnection. Supply and installation of 2 nos. LED type single dome aviation obstruction light is also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of High Mast and a separate down conductor (1Rx1Cx35 sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. |
| 897 | LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: |
| 898 | LT CABLE JOINTS for Power cables LT : OD upto 20 mm |
| 899 | LT CABLE JOINTS for Power cables LT : OD above 20 mm and upto 40 mm |
| 900 | 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. |
| 901 | 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. |
| 902 | EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect |
| 903 | 50 mm X 6 mm G.I. earthing strip |
| 904 | 40 mm X 5 mm G.I. earthing strip |
| 905 | 25 mm X4mm Copper flat |
| 906 | GI wire (8 SWG) |
| 907 | Copper cable as per specifications - 10 Sq.mm |
| 908 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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 s ite engineer / Engineer-in-Charge: |
| 909 | SITC of GI cable conduits-25 mm-OD |
| 910 | SITC of GI cable conduits-37 mm-OD |
| 911 | SITC of GI cable conduits-50 mm-OD |
| 912 | STEEL STRUCTURAL WORKS : Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as required job complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 913 | FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group II A & 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 en closure: : FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 914 | FLAMEPROOF LED WELL GLASS FITTING 125 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. |
| 915 | FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for pr oviding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & inst allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specificatio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect: |
| 916 | 4 way junction box with 4 cable entries (4 x 3/4\\") at bottom & 20 nos. terminals. |
| 917 | 250 V , 15 A switch cum socket with plug |
| 918 | FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12 inch exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 919 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Incomer - 1 no. 32 A TPN MCB & Outgoing - 3 no. 6 A MCB |
| 920 | SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). |
| 921 | 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. |
| 922 | 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. |
| 923 | PLASTIC INSCRIPTION PLATE : Supply and installation of approved quality plastic name inscription plates including 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. |
| 924 | Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor: |
| 925 | 1 light point controlled by 1 switch |
| 926 | 2 light points controlled by 1 switch |
| 927 | 3 light points controlled by 1 switch |
| 928 | 4 light points controlled by 1 switch |
| 929 | Ceiling Fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 930 | Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. |
| 931 | 16 A power plug point wiring: Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings |
| 932 | 6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. |
| 933 | AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box |
| 934 | Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribu tion board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conf orm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: |
| 935 | Type III Distribution Board : Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith \\"3 numbers 63 A TPN MCB as per specification |
| 936 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), \\"9x6A SP MCB & 6x20 A SP MCB as per specification |
| 937 | Critical Light DB : Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB \\"SPN & 7x2 A SPN MCB |
| 938 | Swan neck lighting pole with LED well glass light: : Supply, installation, testing and commissioning of swan neck lighting pole o f 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx20 0mmx5mm along with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and c hoke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighti ng pole shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also 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 an d 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 a ll respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 939 | Brush Less Direct Current (BLDC) Fan with Remote : Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degC (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 940 | BLDC Fan 1200 mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) |
| 941 | Wall mounted fan: : 12\\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step s peed control integrated unit of approved make with all accessories complete in all respect. |
| 942 | Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. : 18\\" Sweep |
| 943 | Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. : 12\\" Sweep |
| 944 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc. |
| 945 | SITC of PVC Conduit pipes-19 mm |
| 946 | SITC of PVC Conduit pipes-25 mm |
| 947 | SITC of PVC Conduit pipes-32 mm |
| 948 | 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, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer: |
| 949 | SITC of RCC Hume Pipe-300 mm dia |
| 950 | SITC of RCC Hume Pipe- 200 mm dia |
| 951 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: |
| 952 | MCT- 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 |
| 953 | Lightining Arrestor: Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid. |
| 954 | Fire Siren Board: Supply and fixing of Fire Siren Board for 2.1 kW Fire Siren as per specification. |
| 955 | Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 degC to 40 degC, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, Compliant with IS-16108, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) -----Panel light 2x2ft(efficacy≥120,<135lm/W) -------40 watt |
| 956 | LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥120 and <135 lm/Watt). Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 degC to 50 degC, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). - 150W |
| 957 | LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140270 Volt, frequency 50/60 hz, Operating temp range -5 degC to 40 degC, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, Flicker free (flicker shouldbe below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumptionshould not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) -----Batten light System Efficacy≥120<135lm/W-------24 -26 watt |
| 958 | SITC of LED Street lighting pole: Supply, installation, testing and commissioning of street lighting pole model no. BRP32024LED HP/CW PSU GR of Philips or equivalent approved make- Pressure die cast LM6 Aluminium housing for sturdiness. 24 nos High Power LEDs with unique penut lense for uniform light distribution. Efficacy of LEDs greater than 125lumens/watt. Life class of 50000 burning hours at L70 with excellent thermal management. UV stabilized polycarobonate cover. Ingress protection of IP65 for complete luminaire. System level output of 3500 lumens at total system power consumption of 45W. CRI>70 and wide operating voltage range of 100-300V. Constant current electronic driver. Lighting Level Meets all types of Roads up-to B1 category roads as per IS 1944. Rate including Providing & fixing 6 m height, 114.3/38.9/76.1 mm dia Swaged Welded Steel Tubular Pole with all necessary items and erecting the pole 1200 mm deep into ground and making concrete muff 1:4:8 and making the pole top collar to suit the size of the fitting for connection & earthing links and painting the poles as required. Providing a MCB & outdoor weatherproof Junctin box for accomodating 4C armoured cable, providing 1 no. 6A SP MCB, 3C x 2.5Sqmm armoured XLPE cable and termination to individual fittings in different phases (RYB sequence). The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 959 | SITC of Occupancy Sensors- Supplying, Installation, Testing and commissioning of Passive Infrared (PIR) technology based occupancy sensor having high performance, non regulating programmable type, suitable for connected load upto |
| 960 | Astronomical time switch- Supplying, Installation, Testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sunset & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. |
| 961 | 2 output per phase and suitable for single phasesupply |
| 962 | Section-E (CP WORKS) |
| 963 | CP WORKS-SUPPLY |
| 964 | Supply of Solid State Diode Decoupling Device (min 5 kA @ 30 cycles) of approved make including required length of cable as per specifications |
| 965 | Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating couplings- 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.) |
| 966 | 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-- Automatic type Cathodic Protection Transformer Rectifier (CPTR) unit with 230 V AC input and 25 V, 25 A DC output rating with SCADA linkage facility as per specifications. |
| 967 | 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-- 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 |
| 968 | 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.-Flameproof & weatherproof Anode Junction Box of approved make |
| 969 | 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.-Anode Junction Box having IP-55 degree of protection |
| 970 | 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.-Supply of Flameproof & weatherproof CJB with accessories for distribution of current among pipelines as per technical specification. |
| 971 | 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 specifications-DC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB |
| 972 | Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approved make |
| 973 | Copper Cable size 1cx35 sq.mm Armoured |
| 974 | Supply of Cu- Cuso4 Permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 975 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make |
| 976 | 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 |
| 977 | 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 |
| 978 | Supply of Digital Multimeter with data logging, trend capturing and graphic display facility like Fluke 289 or eq. as per technical specification. |
| 979 | Supply of Four pin Soil Resistivity Meter with output maximum 80 wattt / upto 200 mA stabilised current output as per technical specification. |
| 980 | CP WORKS-SERVICES |
| 981 | 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. |
| 982 | 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. |
| 983 | 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. |
| 984 | 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. |
| 985 | 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 |
| 986 | 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 |
| 987 | 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. |
| 988 | 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. |
| 989 | 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. |
| 990 | 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. |
| 991 | 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.-230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility |
| 992 | 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.-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 |
| 993 | Installation of CJB / AJB as per technical specifications. |
| 994 | 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 |
| 995 | 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. |
| 996 | 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. |
| 997 | 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 |
| 998 | 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: --------Power cables LT : OD upto 20 mm |
| 999 | AC-DC interference study on pipeline and CP System due to proximity of foreign AC/DC source, HVDC Line, AC-DC Interference Detection survey & submission of report with recommended mitigation measures by software modelling as per design basis, scope of work, specifications including all survey i.e. soil survey, field survey for data collection etc. Scope of services under this includes following but not limited to (Detailed Technical specs may be referred for scope of work)(i) Collection of interference source data from utilities such as power line, foreign pipeline, railways, substations, cables etc. along pipeline ROU.(ii) Measurement of Soil resistivity at various specified spacing wherever required for modelling & simulation as per scope of work mentioned in the tender document(ii) Profiling/Mapping of all interference sources such as AC power lines, Substations, HVDC Transmission lines, foreign pipelines & DC/AC traction sources along pipeline ROU for the pipeline sections, Solar PV farms, Plant CP, Pole mounted transformers etc.(iii) coating resistance measurement at B-type TLP(iv) Recommendation on installation of AC corrosion coupons.(v) 24-48 Hrs Data logging (pre mitigation & post mitigation) at identified location as per AC interference modelling results with AC, DC corrosion density measurement, AC voltage and PSP.(vi) Pre- Mitigation validation of the model.(vii) Carrying out software modelling & simulation for steady state & fault state, pre-mitigation validation of survey results and recommendations of mitigation measures & submission of pre-mitigation interference study report.(viii) Submission of post-mitigation interference study report after considering the mitigation measures. |
| 1000 | CP WORKS-COMPOSITE |
| 1001 | Zinc Anode for SSD Grounding at IJ: 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. |
| 1002 | Supply & installation of Anode bed ( deep well type with MMO anodes) 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, casing pipe , centralizers, vent pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection and providing foundation of Anode Junction Box as per specifications inlcuding supply, excavation, backfill of earth etc. as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour & 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. |
| 1003 | 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. |
| 1004 | 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. |
| 1005 | Supply & installation of GSM based digital data logger of approved make for remote monitoring of PSP, alongwith supply and installation of permanent reference cell of approved make with tail cable (10 m), including making all connections, all labour and materials as per specification and approved design. |
| 1006 | 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. |
| 1007 | 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. |
| 1008 | Type A (With Ingress Protection IP:55) |
| 1009 | TLP type \\"A\\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) |
| 1010 | Type B (With Ingress Protection IP:55) |
| 1011 | Type B (Flameproof & Weatherproof as per specifications & drawing) (With inbuilt provision of Voltmeter & pushbutton for PSP Measurm ent) |
| 1012 | Type F (With Ingress Protection IP:55) (In IOCL/PMC tender specs Type C may be read as Type F) |
| 1013 | Type H (With Ingress Protection IP:55)(In IOCL/PMC tender specs Type DAC may be read as Type H) |
| 1014 | Type C (With Ingress Protection IP:55)(In IOCL/PMC tender specs Type D may be read as Type C) |
| 1015 | Flameproof Type E (With Ingress Protection IP:55) as per specification |
| 1016 | 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. |
| 1017 | 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. |
| 1018 | Preparation & installation of Corrosion coupon (Polarization Coupon) from owner supplied coated pipe. which involves preparation of sample of size 2\\"x4\\" or 4\\"x4\\" of exposed area exposed area of 10cm2, 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. |
| 1019 | Supply , Installation & Testing of Copper mitigator as per technical specification. Other items for mitigation like Type H- TLP, SSD, AC coupon are given somewhere else in SOR |
| 1020 | Supply & laying of HDPE sheets (1200mm wide, 6mm thick) between the GAIL pipeline and the other CP protected foreign pipelines at the crossing locations for providing electrical isolation and discharge of the CP System current between the pipelines. |
| 1021 | Acquisition of land to be done on Lease (for 99 years/as per statuary regulations) for Anode bed, Anode junction boxes and anode ground bed ROU for cable laying (Title transfer in the name of the Owner). Land size Min. 5mx5m, for deepwell type AGB. ROU for laying of cables (1mtr wide) from AJB to CPTR. Transferring the title of the acquired land in favour of GAIL at the CP station locations.Preferably, anode ground bed should be located within GAIL’s station boundary if electrical remoteness is achieved, otherwise separate land shall be procured during project stage for installation of anode ground bed.Scope includes acquiring land and Change of land ownership to the name of GAIL including NA (Non-Agricultural) conversion (where required), area grading / levelling to a suitable grade level to avoid water logging, supply and fixing of chain-link fencing and gate. The item scope also includes acquiring ROU (where required) for cable laying between CP Unit and Anode bed and Transferring the title of the acquired land in favour of GAIL at the following tentative CP station locations including change in title in revenue records at following locations.i-SV-01, Ch. 30.00 km, ii-SV-02, Ch. 59.00 km, iii-SV-03, Ch. 75.00 km, iv-SV-04, Ch. 91.00 km, v. SV-05, Ch. 107.00kmNote : Above mentioned locations are tentative & indicative only, same may change during detail engineering as per approved Design document. |
| 1022 | Acquisition of land to be done on Lease (for 99 years/as per statuary regulations) for Anode bed, Anode junction boxes and anode ground bed ROU for cable laying (Title transfer in the name of the Owner). Land size Min 46mx3m for shallow type AGB. ROU for laying of cables (1mtr wide) from AJB to CPTR. Transferring the title of the acquired land in favour of GAIL at the CP station locations.Preferably, anode ground bed should be located within GAIL’s station boundary if electrical remoteness is achieved, otherwise separate land shall be procured during project stage for installation of anode ground bed.Scope includes acquiring land and Change of land ownership to the name of GAIL including NA (Non-Agricultural) conversion (where required), area grading / levelling to a suitable grade level to avoid water logging, supply and fixing of chain-link fencing and gate. The item scope also includes acquiring ROU (where required) for cable laying between CP Unit and Anode bed and Transferring the title of the acquired land in favour of GAIL at the following tentative CP station locations including change in title in revenue records at following locations.i-SV-01, Ch. 30.00 km, ii-SV-02, Ch. 59.00 km, iii-SV-03, Ch. 75.00 km, iv-SV-04, Ch. 91.00 km, v. SV-05, Ch. 107.00kmNote: Above mentioned locations are tentative & indicative only, same may change during detail engineering as per approved Design document. |
| 1023 | Section-F (Internal Corrosion Monitoring System) |
| 1024 | Supply of high pressure, retrievable type ER probes flush mounting with all required materials (holder, connectors etc), min. 5 m cable, probe holder, body SS 316, with element same as per pipeline material or API 5L Gr B and the element thickness of min 20 mils, suitable for measurement of Corrosion rate in the range of 0-10mpy along with adaptor with cable as per scope of work of Corrosion Monitoring System. |
| 1025 | Supply of spare ER probes (Flush Mounted as per design) body SS 316, with element same as per pipeline material or API 5L Gr B and the element thickness 20 mils, suitable for measurement of Corrosion rate in the range of 0-10 mpy |
| 1026 | Supply of flare weld Access fitting assembly ( non-tee), body carbon steel, acme thread outlet with hollow plug assembly in AISI-316 along with heavy duty protective CS cover, essential spare Rating 6000 psi and sustained design temperature of 65 DEG.C etc. for corrosion ER Probes |
| 1027 | Electrical resistance based corrosion monitoring system : Supply of Hollow Plug Assembly |
| 1028 | Electrical resistance based corrosion monitoring system : Heavy Duty Protective Cover |
| 1029 | Electrical resistance based corrosion monitoring system : ER Probe Extension Adapter |
| 1030 | Electrical resistance based corrosion monitoring system : Primary Packing for Hollow Plug Assembly |
| 1031 | Supply of ER Probe transmitters (yoke/field mounted) with mounting bracket having provision to interfacing with ER probe receivers along with all accessories & consumables for ER Probes trasmitter |
| 1032 | Supply of ER Probe Reciever (i.e.online corrosion meter) |
| 1033 | Supply of retriever kit complete with repair and seal kit with all accessories including first demo at site for online retrieval to client personnel. |
| 1034 | Supply of service valve kit complete with all accessories including first demo at site for online retrieval to client personnel. |
| 1035 | Supply of inline Corrosion Coupon of size approx. 76 mm x 22 mm x 3 mm. The coupons shall be same as of pipeline material grade & its material of construction. Coupon shall be for both pipe and weld material. |
| 1036 | Section-G (INSTRUMENTATION CSW WORKS) |
| 1037 | INSTRUMENTATION CSW- SUPPLY |
| 1038 | Supply of Cables |
| 1039 | Size:1Px 1.5mm2 |
| 1040 | SIZE: 2P X1.5 SQMM |
| 1041 | SIZE: 5P X1.5 SQMM |
| 1042 | Size:12Px 1.5mm2 |
| 1043 | Size:1 TriadX1.5 sqmm - FRLS Cable |
| 1044 | Size:8 TriadX1.5 sqmm - FRLS Cable |
| 1045 | Size:1Qx 1.5mm2 |
| 1046 | RS-485 serial communication Cable (2P x 1.0 mm2) |
| 1047 | Cat 6A UTP (LAN) Networking Cable as per tender specifications |
| 1048 | Supply of Field Devices |
| 1049 | Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1050 | Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1051 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1052 | Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better Installation: 2\\" Pipe Mounted |
| 1053 | Temperature Transmitter with duplex RTD, Thermowell & Cable glands, Range max (0 to 100 0C ) Smart type; accuracy 0.1% or better Installation: Transmitter 2\\" pipe mounted; RTD in thermowell on process pipe above ground installation. |
| 1054 | Temperature Transmitter with surface mounted duplex RTD, Weld pad and dual sensors & Cable of min length 5mtrs. and compatible cable glands, Range max (0 to 100 0C); Smart type; accuracy 0.1% or better Installation: Transmitter 2\\" pipe mounted ; RTD in weldpad welded to process pipe surface for below ground installation. |
| 1055 | Field Configurator for Pressure & Temperature transmitter with Hart protocol |
| 1056 | 4 1/2 Digit DMM (True RMS) |
| 1057 | Multifunction Calibrator with rechargable battery, charger, carry case, etc |
| 1058 | Pressure Calibrator 0 - 20 bar (Portable), accuracy - 0.1% |
| 1059 | Pressure Calibrator 0 - 100 bar (Portable), accuracy - 0.1% |
| 1060 | Micro processor based Temperature Calibrator; Range ambient to 200 deg C; accuracy 0.5% |
| 1061 | Pig Signaller (Ultrasonic type) |
| 1062 | Limit Switch for Status Feedback of HOV |
| 1063 | Gauge Saver (0-1 Kg/Cm2) |
| 1064 | INSTRUMENT FITTINGS |
| 1065 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) |
| 1066 | Male Connector, 12.7 MM MNPTX 12.7 MM OD |
| 1067 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube |
| 1068 | Tube End Cap ( Sq Head), 12.7 MM OD Tube |
| 1069 | 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 |
| 1070 | Union Tee, 3X12.7 MM OD Tube |
| 1071 | Process Tube, Material: Stainless Steel |
| 1072 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long |
| 1073 | NEEDLE VALVE 12.7 MM (½\\" FNPT) X 12.7 MM (½\\" FNPT), MATERIAL-SS316 |
| 1074 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 1075 | 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. |
| 1076 | 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. |
| 1077 | FLP/ WP Push Button Switch (with 2 nos. cable entry provision of 1/2 inch NPT) with steel hammer chained with main unit. |
| 1078 | Supply of Cable Glands, Plugs and Reducers - flame proof and weather proof including EP/WP certificates: |
| 1079 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 1080 | 1 1/4 inch (5/4 inch) |
| 1081 | 1 inch |
| 1082 | 1/2 inch |
| 1083 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 1084 | 1 inch to 1/2 inch Reducers |
| 1085 | 1 inch to 3/4 inch Reducers |
| 1086 | 3/4 inch to 1/2 inch Reducers |
| 1087 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 1088 | 5/4 inch |
| 1089 | 1 inch |
| 1090 | 1/2 inch |
| 1091 | Miscellaneous |
| 1092 | 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 |
| 1093 | EPBAX System |
| 1094 | Supply of 2 Pair unarmoured Telephone Cable as per specifications |
| 1095 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 1096 | 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. |
| 1097 | INSTRUMENTATION CSW- SERVICES |
| 1098 | Laying of HDPE Pipe |
| 1099 | 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. |
| 1100 | Laying of Cables |
| 1101 | CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths |
| 1102 | Cables having outer diameter upto 20mm |
| 1103 | Cables having outer diameter between 20 to 30 mm |
| 1104 | Cables having outer diameter above 30 mm |
| 1105 | Civil Works for Instrumentation |
| 1106 | 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 with excavated earth, as directed by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer. |
| 1107 | 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) as per specifications and direction of the Site Engineer, job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any. |
| 1108 | INSTALLATION, TESTING AND COMMISSIONING OF FIELD INSTRUMENTS |
| 1109 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and directions of Engineer in-charge/ Site engineer |
| 1110 | Preparation of As Built Documents |
| 1111 | 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 |
| 1112 | INSTRUMENTATION CSW- COMPOSITE |
| 1113 | SAND SUPPLY & FILLING : Supplying and spreading of approved quality,fine, dry /river sand in cable trenches as per drawings, specifi- cations and directions of the Site Engineer, including the cost of all material, transport, load and lift charges, labour,tools etc. complete in all respects. |
| 1114 | MS CABLE MARKER Supply, erection and installation of MS cable markers, including excavation and installation of Markers, cement concrete grouting, back filling etc. required as per drawing, specifications and directions of Site Engineer/ Engineer-in-charge including cost of all labours, tools & tackles, materials etc. complete in all respects. |
| 1115 | Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 1116 | GI CONDUITS - Supply, erection and 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 structures etc.; including the supply and installation of all the necessary pipe fittings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing etc. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. |
| 1117 | 25 mm |
| 1118 | 37 mm |
| 1119 | 50 mm |
| 1120 | 100 mm |
| 1121 | 150 mm |
| 1122 | 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. |
| 1123 | Installation, laying of Cat 6A LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and post-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, 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. |
| 1124 | Installation and Commissioning of Field Instruments |
| 1125 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressure Gauge, Pressure Transmitter, temperature transmitter, scrapper detector,etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and commissioning of the instruments to control system vendor along with loop checking etc. |
| 1126 | INSTALLATION OF PI+PT: Installation, assistance in testing and commissioning of Pressure gauges and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings |
| 1127 | INSTALLATION OF PT: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 1128 | 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. |
| 1129 | 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. |
| 1130 | INSTALLATION OF PUSH BUTTON SWITCH: Installation and testing of 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. |
| 1131 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. |
| 1132 | INSTALLATION OF METERING PANEL/CONSOLE DESK/ UPS/ RTU/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to vendor for commissioning of 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. |
| 1133 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - : Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations 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. |
| 1134 | INSTRUMENTATION JOBS FOR HOV/GOV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (GOV)/HOVs 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. |
| 1135 | INSTRUMENTATION JOBS FOR Metering Panel |
| 1136 | DISMATLING OF Existing SV-13 Facilities like Battery Bank, Panels, Solar Modules,Panels/UPS: Dismantling of Battery Bank, Panels, Solar Modules/UPS/RTU etc, retrieving cards/ modules in good condition and storage as per direction of site engineer/EIC, retrieving cables from control panels in healthy condition, isolating the retreived cables, labelling, of the cables etc so as to complete the job in every respect as per directions of site engineer / EIC |
| 1137 | AIR CONDITIONER SPLIT TYPE - Supply & Installation of 1.8T or Higher Split AC, Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping and timer unit complete as per instruction of EIC / Site Engineer |
| 1138 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact to control system for unauthorised entry of building / GOV fencing. |
| 1139 | Supply and Installation of MCT for Buildings as per specifications (Aproxminate Cable entry considered 0.5 Mtr X 0.5Mtrs) |
| 1140 | 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. |
| 1141 | Supply, Installation, Testing and Commissioning of Earth Pits |
| 1142 | 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 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. |
| 1143 | Chemical Earthing with Copper Plate of 600mmX300mmX10mm: Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing of 3.0 Meter depth & 150 mm diameter or higher by drilling/or any other method, placing ACE Chemrod Earthing Electrode, consisting Mild steel Galvanized pipe of size 2500 mm x 50 mm outer dia or higher size x 2 mm thick or above, Galvanized MS rod of size 2575 mmx 16 mm or higher size be welded with bottom. The epoxy insulator of not less than 100 mm length is to be filled in residual gap between pipe and rod. Highly conductive substances not less than 50 Kg are to be used for treatment of soil. Model NECO T-19 of Tosha make or equivalents of YK Trader / UniqueAssociates / Shriram make. Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawing STD-271-02, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. |
| 1144 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the site 'Engineer, including the cost of all labour, tools, materials, etc. complete in all respect. |
| 1145 | 25 mm X 3 mm Copper flat |
| 1146 | GI Wire / GI Rope ( 8 SWG ) |
| 1147 | 100/95 Sqmm Copper cable |
| 1148 | FULLY WIRED PANELS ALONGWITH ACCESSORIES |
| 1149 | Design, Engineering and Supply, Installation , Testing and Commissioning of Fully wired Control Panel cum TIC Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories including clock for time, valve auto-closure and environment temperature monitoring and Panel Mounted Instruments as indicated below, including supply of commissioning spares with special tools and tackles as required, as per tender Document but exclusive of supply of below indicated panel mounted items. All the signals of electrical, instrumentation, RTU/SCADA, CP, metering skid, etc. are to be interfaced through TIC Panel and necessary TBs alongwith accessories shall be provided for the same. LEL Controller to be installed in the TIC Panel. Available Power supply at SVs & DT is 48 V DC and RT is 230 V AC UPS, System shall design accordingly and required power converter shall be supplied. All accessories apart from below mentioned shall be supplied along with listed items for commissioning of system (Qty at DT-3 GOVs, RT-2 GOVs and SV-1 each at 5 locations) :1. Dual Output Digital Barriers2. Dual Output Analog Barries3. Relays4. three poisition selector switch5. LED indication lamps6. Push buttons7. terminal blocks8. internal wiring9. MCBs10. Door switches11. cooling Fan12. LED lights13. 48 to 24 V DC converter |
| 1150 | UPS SYSTEM- RT |
| 1151 | Design, Detailed Engineering, Manufacturing, Inspection/FAT (Factory acceptance test), Supply, Transportation, loading/unloading, insurance, Storage, Installation, Testing and Commissioning of complete UPS system alongwith battery set mentioned below & as per tender specification, data sheet, drawings enclosed including commissioning spares as required at terminals : |
| 1152 | 15KVA, 230 V Single phase, 50 Hz, parallel redundant industrial type, UPS system suitable for input Power supply voltage of 320 V-460V- TPN (184-265V/Ph), output 230 V +/- 1%, AC with solid state voltage stabilizer for Bypass supply, ACDB and 12.0 hrs. Battery backup (Ni-Cd, 1.2V) and battery capacity shall not be less than 279 KVAh (where KVAH = battery AH x 1.2 V x No. of cells). Charger rating Shall not be Less than 82 KW. |
| 1153 | Dual redundant Rectifier system (AC to DC) and DCDB as per specification and following rating :(i) 48 V DCDB (1500 W)(ii)24 V DCDB (2500 W) |
| 1154 | All interconnecting cables among UPS, Rectifier, battery stand, ACDB/DCDB etc (50 mtr shall be considered between battery bank and UPS panel, 30 mtr cable shall be considered between ACDB/DCDB and UPS panel). |
| 1155 | SYSTEM-I-SPV POWER SOURCE FOR CATHODIC PROTECTION (PCP), INSTRUMENTATION, SCADA & TELECOM FOR REMOTELY OPERATED SV STATION - SV-13/DISPATCH TERMINAL and SV with PIDS |
| 1156 | System Design, Detailed Engineering, procurement of materials, Inspection/FAT (Factory acceptance test), Supply of materials, Transportation, loading/unloading, insurance, Storage at warehouse/store (hired by bidder),loading/unloading, transportation from warehouse/store (hired by bidder) to site, Installation, testing, commissioning and performance test at site of complete of complete Solar PV based Power source with two days autonomy (48 hours) for 2100W DC load for twenty four hours per day operation as per tender specification, data sheet, scope of work and block diagram enclosed including commissioning spares as required at each SV station.The system shall include following-(i) Solar PV array with junction boxes, Anodized AL/ Hot dipped Galvanized M-Steel structure(ii) Solar PV charge controller-MPPT type (output 96V DC)(iii) Ni-Cd (1.2V/Cell) Pocket Plate Battery Bank (96V DC)(iv) DC-DC Converter(output 24V DC & (-)48 - 0 - (+)48V DC) and DCDBs [24V & 48V]v) DC-AC Inverter (output 230V AC)(vi) Interconnecting cables among arrays, charge controller, battery bank, Grid charger, DCDBs, junction boxes etc including supply of all accessories like cable glands, cable tray, tinned-cu lugs etc as required.vii) Earthing and lightning protection system as required to complete the system.viii) Supply of 2 year O&M spares as per list attached in scope of workix) Erection materials & Other miscellaneous workRating of SPV array, charge controller and battery bank shall be selected to meet the load requirement as specified above. However, each subsystem rating shall not be less then the value given below- |
| 1157 | Supply Installation, testing, commissioning of Solar PV Modules (Min 400Wp) BIS certified for SPV array 34 KWp (2X17000 Wp) @ 96V for system-IA along with junction boxes, Anodized AL/ Hot dipped Galvanized M-Steel structure as per specification and scope of work. |
| 1158 | Supply Installation, testing, commissioning of MPPT Solar Charger (2X345A) @ 96V as per specification and scope of work with DC_DC Converter (80-130V DC I/P to 24V 200W & 80-130V DC I/P to (-)48 - 0 - (+)48V DC, 850W convertor with +/- 1% accuracy) and DCDB [24V & 48V] as per specification and scope of work.DC_AC Inverter (80-130V DC I/P to 230 V AC pure sine wave,1200W Invertor with +/- 1% accuracy) ACDB [ 230 V] as per specification and scope of work. |
| 1159 | Ni-Cd Battery bank (Pocket Plate type) in (2x50%) arrangement, 255 KVAH @ 96V, (where KVAH = battery cell AH x 1.2 V x No. of cells) as per specification and scope of work. . |
| 1160 | Balance of System materials & equipments-1) Interconnecting cables among arrays, charge controller, battery bank, Grid charger, DCDBs, junction boxes etc including supply of all accessories like cable glands, cable tray, tinned-cu lugs etc as required.2) Earthing and lightning protection system as required to complete the system.3) Supply of 2 year O&M spares as per list attached in scope of work4) Erection materials, Civil & Other miscellaneous work |
| 1161 | GRID CHARGER FOR BATTERY BANK -DT and SV with PIDSDesign, Detailed Engineering, Manufacturing, Inspection/FAT (Factory acceptance test), Supply, Transportation, loading/unloading, insurance, Storage at warehouse/store (hired by bidder),transportation from warehouse/store (hired by bidder) to site, Installation, testing, commissioning and performance test at site of FCBC CHARGER to charge the battery bank from grid supply, including commissioning spares as required, as per specifications, data sheet and instruction of Engineer-in-charge required for Solar System. The charger shall operate on the single phase with the input voltage supply of 415Vac, 3 Phase with Neutral, 50 Hz 330 ~ 460 Vac, 47 ~ 53 Hz. FCBC shall consist of three single phase chargers connected in parallel fed by R-Y-B phase respectively. The rating of each FCBC shall be as per the Battery bank size calculated for the solar system, shall be calculated such that it can charge fully discharged complete battery bank at C10 rating. |
| 1162 | SYSTEM-I-SPV POWER SOURCE FOR CATHODIC PROTECTION (PCP), INSTRUMENTATION, SCADA & TELECOM FOR REMOTELY OPERATED SV STATIONS (4 NOs.) |
| 1163 | System Design, Detailed Engineering, procurement of materials, Inspection/FAT (Factory acceptance test), Supply of materials, Transportation, loading/unloading, insurance, Storage at warehouse/store (hired by bidder),loading/unloading, transportation from warehouse/store (hired by bidder) to site, Installation, testing, commissioning and performance test at site of complete of complete Solar PV based Power source with two days (48 hours) autonomy for 1500W DC load for twenty four hours per day operation as per tender specification, data sheet, scope of work and block diagram enclosed including commissioning spares as required at each SV station.The system shall include following-(i) Solar PV array with junction boxes, Anodized AL/ Hot dipped Galvanized M-Steel structure(ii) Solar PV charge controller-MPPT type (output 96V DC)(iii) Ni-Cd (1.2V/Cell) Pocket Plate Battery Bank (96V DC)(iv) DC-DC Converter(output 24V DC & (-)48 - 0 - (+)48V DC) and DCDBs [24V & 48V]v) DC-AC Inverter (output 230V AC)(vi) Interconnecting cables among arrays, charge controller, battery bank, Grid charger, DCDBs, junction boxes etc including supply of all accessories like cable glands, cable tray, tinned-cu lugs etc as required.vii) Earthing and lightning protection system as required to complete the system.viii) Supply of 2 year O&M spares as per list attached in scope of workix) Erection materials & Other miscellaneous workRating of SPV array, charge controller and battery bank shall be selected to meet the load requirement as specified above. However, each subsystem rating shall not be less then the value given below- |
| 1164 | Supply Installation, testing, commissioning of Solar PV Modules (Min 400Wp) BIS certified for SPV array 20 KWp (2X10000 Wp) @ 96V for system-IA along with junction boxes, Anodized AL/ Hot dipped Galvanized M-Steel structure as per specification and scope of work. |
| 1165 | Supply Installation, testing, commissioning of MPPT Solar Charger (2X295A) @ 96V as per specification and scope of work with DC_DC Converter (80-130V DC I/P to 24V 400W & 80-130V DC I/P to (-)48 - 0 - (+)48V DC, 850W convertor with +/- 1% accuracy) and DCDB [24V & 48V] as per specification and scope of work. Supply of DC-AC Inverter (80-130V DC I/P to 230V AC pure sine wave - 350 Watt with galvanic isolation |
| 1166 | Supply Installation, testing, commissioning of Ni-Cd Battery bank (Pocket Plate type) in (2x50%) arrangement, 155 KVAH @ 96V, (where KVAH = battery cell AH x 1.2 V x No. of cells) as per specification and scope of work. |
| 1167 | Balance of System materials & equipments-1) Interconnecting cables among arrays, charge controller, battery bank, Grid charger, DCDBs, junction boxes etc including supply of all accessories like cable glands, cable tray, tinned-cu lugs etc as required.2) Earthing and lightning protection system as required to complete the system.3) Supply of 2 year O&M spares as per list attached in scope of work4) Erection materials, Civil & Other miscellaneous work |
| 1168 | GRID CHARGER FOR BATTERY BANKDesign, Detailed Engineering, Manufacturing, Inspection/FAT (Factory acceptance test), Supply, Transportation, loading/unloading, insurance, Storage at warehouse/store (hired by bidder),transportation from warehouse/store (hired by bidder) to site, Installation, testing, commissioning and performance test at site of FCBC CHARGER to charge the battery bank from grid supply, including commissioning spares as required, as per specifications, data sheet and instruction of Engineer-in-charge required for Solar System. The charger shall operate on the single phase with the input voltage supply of 415Vac, 3 Phase with Neutral, 50 Hz 330 ~ 460 Vac, 47 ~ 53 Hz. FCBC shall consist of three single phase chargers connected in parallel fed by R-Y-B phase respectively. The rating of each FCBC shall be as per the Battery bank size calculated for the solar system, shall be calculated such that it can charge fully discharged complete battery bank at C10 rating. |
| 1169 | SECTION G (FIRE & GAS SYSTEM) |
| 1170 | FIRE & GAS SYSTEM-SUPPLY |
| 1171 | LEL Controller (16 Channel & SIL-2 Certifed) as per tender specifications |
| 1172 | 2 loop, Addressable, Intelligent Fire Detection and Alarm Panel with Clean Agent release facilities for automatic fire detection & annunciation of alarms for various types of detectors installed like multi sensor, heat detectors, response indicators, loop isolators, manual call points, hooters etc installed in plant area and various buildings as per tender specifications |
| 1173 | Fire Alarm Repeat Panel to provide faithful indication of the the status of Main Fire Alarm Panel at a distance of upto 150 m. |
| 1174 | Electric Fire Siren with control panel as per tender specifications. |
| 1175 | DETECTORS |
| 1176 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. |
| 1177 | IR Based explosion proof & weather proof (Open Path type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. |
| 1178 | Intrinsically safe Rate of Rise Heat Detectors for hazardous areas alongwith all mounting & other accessories as per the tender specifications |
| 1179 | Multi sensor detectors (Addressable) along with all mounting & other accessories asper the tender specifications |
| 1180 | Addressable Manual Call Point (for safe area) along with all mounting & other accessories as per the tender specifications. |
| 1181 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous areas along with all mounting & other accessories as per the tender specifications for locations with addresseable Fire alarm system. |
| 1182 | Addressable Beacons for safe area along with all mounting & other accessories & instructions sign as per the tender specifications. |
| 1183 | Beacons (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. |
| 1184 | Addressable Hooters / Horn / Strobe (for safe area) along with all mounting & other accessories as per the tender specifications. |
| 1185 | Explosion Proof / Weather Proof Hooters (for hazardous area) along with all mounting & other accessories as per the tender specifications for locations with addresseable Fire alarm system. |
| 1186 | Isolators for isolating of signalling loop in case of any fault alongwith all mounting & other accessories as per the tender specifications. |
| 1187 | Multisensor Detectors with relay output along with all mounting and other accessories as per the tender specifications. |
| 1188 | Response Indicators along with all mounting & other accessories as per the tender specifications. |
| 1189 | Conventional Manual Call Point (for safe area) along with all mounting & other accessories as per the tender specifications. |
| 1190 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. |
| 1191 | Conventional Beacons for safe area along with all mounting & other accessories & instructions sign as per the tender specifications. |
| 1192 | Beacons (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. |
| 1193 | Conventional Hooters / Horn / Strobe (for safe area) along with all mounting & other accessories as per the tender specifications. |
| 1194 | Explosion Proof / Weather Proof Hooters (for hazardous area) along with all mounting & other accessories as per the tender specifications. |
| 1195 | Portable Gas Detector with controller, audio-visual alarm and suitable (intrisically safe) for hazardous area classified as classification Class I, Div. I Group C&D as per API-RP-500 as per tender specification |
| 1196 | Surge Protection Devices |
| 1197 | Surge Protection Devices for analog signals from 3 wire Infrared Hydrocarbon Detectors & 3 wire UV/IR Flame Detectors |
| 1198 | 20 mm ISI marked GI conduit along with all fittings & fixtures likeTees, bends, junction boxes, etc for installation of various fire detectors in building |
| 1199 | Calibration kit for Point type Hydrocarbon detectors with gas cylinder, regulator, hose pipe, flowmeter etc. along with required accessories complete in all respect. |
| 1200 | Calibration kit for Open Path Hydrocarbon detectors along with requisite filters and accessories complete in all respect. |
| 1201 | Testing Kit/Aerosol cans for Mutisensor detectors including one set of Fibreglass Telescopic Extension Pole 4.5 metres, Universal Removal Tool, Aerosol Smoke Dispenser, Protective Carrying / Storage Bag |
| 1202 | Heat Sensing Kit/Testing Kit for Heat detectors (Cordless) including Cordless Heat Head Unit, Battery Baton, Fast Charger etc. |
| 1203 | 2 Pair x 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: 5308 as per the tender specifications for indoor applications to be laid through conduits. |
| 1204 | Monitor modules alongwith all mounting & other accessories for third party interface as per the tender specifications. |
| 1205 | FIRE & GAS SYSTEM- SERVICES |
| 1206 | Supervision, erection, testing & commissioning of SIL rated LEL detector panel, including termination of power & signalling cables, wiring of hydrocarbon detectors, including all interfacing with RTU system etc making all jobs complete as per drawings / specifications and acceptance of the system by Owner. This includes supply of all labour, consumables, tools,services rendered etc. LEL Detector shall be installed on TIC cum LCP Panel or as per instructions of EIC/Site Engineer. |
| 1207 | Erection, testing & commissioning of 2 Loop Fire Alarm & Detection System comprising of addressable Fire Alarm Panel, addressable detectors of various types such as multisensor detectors, rate of rise heat detectors, manual call points, hooters, etc including Clean Agent/ CO2 release system, Linear Heat Sensing for control building consisting of Control room, Equipment room, MCC room and other office /workshop rooms etc. and piping area energizing & testing of the complete system with simulation and also demonstration of working of the complete system,commissioning of the complete system including the cost of all materials, labour, consumables, equipments tools & tackles as per the specifications & instructions of Site Engineer / EIC. |
| 1208 | Erection, testing & commissioning of Fire Alarm Repeat Panel to provide faithful indication of the the status of Main Fire Alarm Panel at a distance of upto 150 m, energizing & testing of the complete system with simulation and also demonstration of working of the complete system,commissioning of the complete system including the cost of all materials, labour, consumables, equipments tools & tackles as per the specifications & instructions of Site Engineer / EIC. |
| 1209 | Installation, testing & commissioning of various types of detectors,laying of signalling cables (through conduit/ clamping on wall etc), clamping / fixing of GI conduit in various building, pump shed etc for integration of detectors with existing Fire Alarm panel including all mounting accessories for support, junction boxes etc. as per the approved scheme to complete the work in all respects inclusive of supply of all consumables,cost of all materials, labour, painting services etc. as per specifications, drawings, International Standard practices and the directions of Site Engineer/EIC. Job includesinstallation of all types of detectors, material etc |
| 1210 | Multi Sensor Detectors & isolators |
| 1211 | Rate of Rise Heat Detectors for hazardous area |
| 1212 | Response Indicators & Monitor modules |
| 1213 | Manual Call Point (Safe Area) |
| 1214 | Beacons / Hooters / Horn / Strobe (Safe Area) |
| 1215 | Clamping / fixing of GI pipe on wall/roof/cable trench etc. |
| 1216 | Laying of unarmoured signal cable through GI pipe / wall / tray etc for interfacing of various type of detectors e.g. multi sensor, ROR, UV/ IR flame detector, response indicator, hooters, beacons etc |
| 1217 | Training on the supplied F&G system as per the tender specifications |
| 1218 | FIRE & GAS SYSTEM- COMPOSITE |
| 1219 | Supply and installation of Conventional Type Microprocessor based fire detection system, integration , Testing and Commissioning of overall system including multisensor detector, isolator cabinet, manual call point, repeater panel , LHS and Electrical Operated Siren, and all types of cables from sensors ,MCP, siren, hooter to controller and Controller to RTU as per Technical Specifications and Scope of Work, including Erection, Installation testing, commissioning, supports/ frame fabrication, earthing and screwing plug for unused entries and painting. Available Power supply at SVs & IP is 48 V DC System shall design accordingly and required power converter shall be supplied. |
| 1220 | 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. |
| 1221 | Design, Engineering, Supply, Erection, transportation and Integration with Conventional/Addressable Fire Alarm Panel at respective sites including transit insurances, inspection, testing & commissioning at site of Linear Heat Sensing Cables for cable trenches, Cable cellar & below false flooring comprising of linear type heat sensor cable for integration with fire alarm panel, all complete as per approved Scheme, Design, Datasheet, Drawings and Tender requirements, is in the scope of bidder.Complete work of supply & erection includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in PS, Scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT. LHS shall be used for detecting heat from a fire over its entire length, the sensor cable shall consist of a twisted pair of open coated steel conductors covered by a temperature sensitive insulation. The LHS shall be UL/FM/LPCB/VdS approved and shall be designed for open area as well as proximity detection. LHS shall be compatible with any fire control panel that is capable of accepting contact closure type initiating device. Linear Heat Detection System shall be used for effective activation of a warning or alarm signal indicating a condition of excess heat or fire. It is such a discrete addressable LHS cable zone shall report an individual alarm to the addressable fire control panel. The detector unit shall send fault signal when the LHS is damaged (Cut or damaged). Quantity of LHS Cable shall be considered as per approved engineering drawing. |
| 1222 | Control Room building including SV's 01, 02, 03, 04,05 and RT |
| 1223 | Supply Installation Testing and Commissioning of Exit Signs. |
| 1224 | DESIGN, ENGINEERING, SUPPLY, HANDLING, TRANSPORTATION, INSTALLATION, TESTING & COMMISSIONING OF HIGH PRESSURE CLEAN AGENT (INERT GAS IG-541) FIRE SUPPRESSION SYSTEMClean Gas Fire Suppression Centralised System (Inert Gas High Pressure System IG 541) complete with required accessories with main and standby bank of cylinders & each cylinder filled with Inert Gas Based Clean Agent Fire Extinguishing Agent as Main Bank and Standby Bank (As per NFPA 2001 & UL Listed / FM / VDS / LPCB approved) with Pressure Switch & Locking Device, Discharge Nozzles designed to provide the proper flow rate and distribution of Clean Agent to total flood the hazard area: 180 deg. / 360 deg. (As per NFPA 2001 & UL Listed / FM / VDS / LPCB approved), Sch. 80 ASTM A106 Gr. B Piping, fittings & supports, etc., Manifold fabricated from seamless pipe sch. 80 A106 Gr. B having inlets with supports etc. with activation through intelligent addressable Fire Detection and Alarm System panels after receiving signals from detectors, response indicators etc., complete supply as per approved & MECON TS (MEC/TS/05/28/08/106) and instructions of Engineer-in-charge. Inert gas shall be used as Clean Gas Agent, IG-541, @300 Bar Pressure.Complete work of supply, installation, testing, commissioning includes handling including lifting and transportation from Owner's / Contractor's own storage yard to work site and inspection charges, installation, testing, commissioning & handing over in accordance with relevant Specifications & relevant Data Sheets indicated in PJS, scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT.Dimension of Equipmenty Building of RT - JSW is 22.5m X 9mThe Tentative dimensions of rooms to be protected are listed below:Telecom and SCADA Room: 6 m (L) x 4 m (B) x 4.0 m (H)Electrical Switchgear Room: 6 m (L) x 3 m (B) x 4.0 m (H)Battery Room: 5 m (L) x 5 m (B) x 4.0 m (H)Equipment Room: 4 m (L) x 5 m (B) x 4.0 m (H) |
| 1225 | Installation of Infrared Hydrocarbon detectors (point type / open pathtype), terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required material ssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 1226 | Supply & installation of miscelleneous installation material such as junction / terminal boxes for signal cable looping, surge protection devices, all types of cable glands, PVC conduit, clamping , fixing material and other installtion material, minor civil repair related to installation of detectors/laying of conduit & cables as per site requirement to complete the job in every respect |
| 1227 | 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. |
| 1228 | SECTION H (OFC WORKS) |
| 1229 | OFC WORKS- SUPPLY |
| 1230 | Suppy of 24 Fibre Composite steel armoured Optical Fibre Cable drum (24 fibre G-652) of 4 km +/-2.5% Cable drum length as per Technical Specifications-Optical Fibre cable and Scope of Work along with all required accessories and fitments not mentioned seperately. |
| 1231 | Supply of 40 mm OD HDPE pipe as per tender specifications (along with accessories) |
| 1232 | Supply of wall mounted Fibre Termination Box (FMS) for 24F as per tender specifications |
| 1233 | Supply of Transition pits for building entry points as per tender specifications |
| 1234 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 1235 | Supply of 6\\" IS 3589, Heavy Grade CS Conduit for HDPE Duct / OFC as per tender specifications |
| 1236 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 1237 | GPS Hand held device to note co-ordinates |
| 1238 | Supply of OFC Jointing kits as per tender specifications for 24F |
| 1239 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 1240 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 1241 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 1242 | OFC WORKS- SERVICE |
| 1243 | Blowing of OFC through laid HDPE, post installation testing of OFC for each fibre for drum laid & maintaining OTDR traces as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer |
| 1244 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (ROW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post installation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer |
| 1245 | 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 |
| 1246 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & installation of suitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong the boundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP building as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. |
| 1247 | 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 |
| 1248 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 1249 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 1250 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 1251 | 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 |
| 1252 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 1253 | 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. |
| 1254 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 1255 | Submission of optical fiber cable & HDPE alignment sheets as per the requirements of specification based on the existing pipe line survey (No separate survey reqd.), estimation of OFC & HDPE duct including all accessories in accordance with the alignment sheet and specifications. Laying work can not be started without approval of these documents from Client / Consultant / EIC. |
| 1256 | OFC WORKS-COMPOSITE |
| 1257 | 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. |
| 1258 | Total amount excluding GST (All Sections) |
| 1259 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Net Total Amount Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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