Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Mainline Laying |
| 3 | \"Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Ow ner\"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 neces sary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following w orks:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed insid e stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delive ry of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), tra nsportation 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 prepar ation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Eng ineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all ki nds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this m aterial separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas sp ecially 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 & ha ndling, - 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 f ound 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 ma chine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and pe rsonnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all f acilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints fou nd defective, carrying out re-radiography and other tests as required on repaired joints, etc., ..... Continuation in next line\" |
| 4 | \".... in continuation to the previous line -Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating material s, 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) includin g cutting, beveling, fitment, coating the bare bend pipe with approved heat shrink sleeve coating, -Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of c oating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC) etc.,(exce pt 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 En gineer-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 attri butable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, -All tie-ins, including tieing-in with HDD sections under this tender and also with HDD sections not covered under this tender (tie- ins with HDD sections not under this tender shall be paid separately as per relevant item of SOR), -Obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulatio ns/ 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 requir ed) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returnin g surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilitie s and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, .... Continuation in next line\" |
| 5 | \"....in continuation to the previous line \"- 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 pe rformance 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 r espects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. NOTE: I) The rate quoted against this item shall include cost of excavation and backfilling of trench of standard width (as per approved d rawings) 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 lyin g areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"\"Cased\"\", \"\"Subm erged\"\" & \"\"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 relevan t 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 a ct or omission of the Owner shall be chargeable to Contractor account. The Owner will supply the additional materials from its desig nated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basi s. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of materi al shall also be levied. The decision of the Engineer-in-Charge, as to the cost of the material, shall be final and binding on the C ontractor. 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 o f 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 cons idered 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 M ainline 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.\" |
| 6 | 16\" OD |
| 7 | \"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 a ll respect in accordance with the contract, including collecting the pipes and other Owner-supplied materials from Owner#s issue poi nt and loading, transporting them to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiograp hy of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bit umastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, exc avating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-h ydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulato rs throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing met hod, 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 under ground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to pr oduce 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 c asing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper c ompaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and resto ration 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 temporar y or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissio ning in all respect, as per directions of Site Engineer/ Engineer-in-Charge. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroa ds, the provision of diversions, the restoration of the railroad/embankment to its original state, maintenance for subsidence and a ll other precaution(s), work(s) and/or maintenance expressed or implied in the contract. 2. The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RC C 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. 3. All materials (other than the Owner-supplied materials) required for performance of the work shall be sup\" |
| 8 | 16\" OD |
| 9 | \"Laying cased crossings, by auger boring & jacking method / Horizontal Directional Drilling (HDD) method using casing pipes and 3LPE coated carrier pipes according to drawings/ specification(s) and providing all works, labour, inputs and materials/ consumables nec essary to perform and complete the works in all respect in accordance with the contract, taking delivery and transportation of Owner -supplied 3LPE coated pipes and bare casing pipes to the work site from designated stockpile location, inspection of the coated pipe s visually and/or with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pip es are installed in permanent position, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying a layer of Poly-Urethane Coati ng of min. thickness 1000 microns over a coat of suitable primer to external surface of casing pipe,and two component epoxy coating of min. thickness 600 microns for internal surface of casing pipe, excavating/ trenching and / or drilling/ boring in all kinds of s oil including rocky strata, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / r ectification of defects / pipes, installation of HDPE insulators on the carrier pipe, carefully inserting the carrier pipe inside ca sing pipe by jacking/ pushing method taking care not to damage the insulator and coated carrier pipe, sealing the ends of the casing pipe, as per procedure given in specifications, with heat shrinkable wraparound type end seal of approved make, fixing of vent pipe s at the ends of the casing pipe, priming and applying two coats of coal tar based epoxy paint on underground portion of vent pipe s, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, a pplying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfi ll below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports on firm base with neoprene rubber sheet below carrier pipe and strengthening with sand bags and proper compaction of earth below pipe, to prevent 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 s upplied 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 respects. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroa ds, 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. ... continuation in the next line\" |
| 10 | 16\" OD |
| 11 | \"Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all wor ks,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contrac t, 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 req uired thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, p reparation 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/ defect s, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching a nd maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering i ncluding installation of well-point system, and 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 ste el (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 i n the performance of the work or for temporary or permanent incorporation in the works and all other acts, matters and things nec essary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Enginee r-in-Charge. NOTE : I)Depending upon the site condition & location of each submerged crossing, the Engineer-in-Charge, in consultation with the Contract or, 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. II)Profile of drain / canal bed, ground & top of laid pipe shall be established jointly in presence of Owner both before and after l aying the crossing, by taking levels with reference to nearby permanent structure. III)The banks of the crossing shall be stabilised and suitable brick/ stone masonry bank protection works shall be carried out for t he 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. IV)Concrete sheathing work for submerged crossings shall be paid for separately under relevant item of Schedule of Rates.\" |
| 12 | 16\" OD |
| 13 | \"Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materia ls/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, linin g up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair o f coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil a nd 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 unde r the contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works and all o ther acts, matters and things necessary to complete the work in all respects according to the contract. NOTE: 1. Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise op erations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operat ions 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.\" |
| 14 | 16\" OD |
| 15 | \"Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilizatio n at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and ar ranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the spe cifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engi neer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspecti on of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage are a 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 includi ng defects/ damages occurring during transportation and handling. String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radio graphy (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiograp hs, 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 de fects 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 s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the car rier 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 th e carrier pipeline). ... continuation in next line\" |
| 16 | \"... in continuation to the previous line Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operatio n 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, c alculations 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\" |
| 17 | \"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, aggrega te, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, te sting 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 pi peline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.\" |
| 18 | \"Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, co nsumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specific ations, 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 specifica tions / 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, a nd 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\" |
| 19 | \"Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching for rock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pip e. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for \"\"Extra for Rock trenching\"\"\" |
| 20 | \"Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) aro und 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 Mat erials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding mat erials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding s hall 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 compa cted 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\"\"\" |
| 21 | \"Supplying, providing and filling fine sand in trenches at Seismic Fault location crossing or running parallel to pipeline (includin g additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on to p as well as at bottom of the mainline pipe(for the complete trench width). Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.\" |
| 22 | \"Supplying, providing and filling soft soil in trenches at Seismic Fault location crossing or running parallel to pipeline (includin g additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on to p as well as at bottom of the mainline pipe(for the complete trench width). Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded so il for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its i nstallation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The th ickness 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. At seismic fault locations, in addition to the above requirements of padding material, in case the dugout soil is clayey in nature ( undrained sheer strength > 0.5 T/m2), the local soil shall be replaced by engineered (cohesion less) backfill having angle of fricti on not more than 27 degrees and the same shall be loosely compacted (unit weight < 1.8 T/m3). In case of undrained sheer strength of the dugout soil <= 0.5 T/m2 the dugout soil itself can be used as backfill. The trench shall be deeper by at least 500 mm. The tren ch shall be evenly and sufficiently padded to keep the pipe, when in place, at least 500 mm above the bottom of excavated trench. Ac ceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both s ides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 500 mm. Supports shall be provided for the pipeline by use of sand/soft soil bags or intermittent transverse berms in the ditch bottom compr ising gravel/rock-free material, with a width of 15-20 cm and at an interval of approximately 7 meters. Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.\" |
| 23 | \"Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock / boulder stretch (includi ng additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bo ttom 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\" |
| 24 | \"Supplying, providing and filling soft soil in trenches in stretches other than normal soil and hard rock (including additional 150m m deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainlin e pipe. Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded so il for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its i nstallation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The th ickness 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.\" |
| 25 | \"Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against roc ky 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-Charg e. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation\" |
| 26 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the lo cations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & insta llation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, suppl y and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil l etter 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 app roved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 27 | KILOMETER POST |
| 28 | DIRECTION MARKER |
| 29 | WARNING SIGN |
| 30 | 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 inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. |
| 31 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labo ur, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 32 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of al l labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 33 | 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 in cluding HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed b y separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, r unning of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including p ig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the O wner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instr uments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 34 | Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concent ration adequate for 6 (six) months preservation period as per manufacturer\"s recommendation including arranging water, testing of wa ter, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 35 | Taking delivery of MOVs for mainline from Owner\"s stockpile/ godown, preparation of pup pieces of specified length from owner suppli ed pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatic ally testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, wel ding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foun dation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valv e enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically un dertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer / Engineer-in-Charge. |
| 36 | \"Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of pipeline (executed by other agency) (Optional) on eith er 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 d etection, 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.\" |
| 37 | Taking delivery and transportation of bare pipes from owner\"s stockpile, transportation, unloading the pipes at manufacturer\"s work s 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 / Engi neer-in-Charge. |
| 38 | \"Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Liquid Petr oleum Gas Pipeline (LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, ba tch pigging followed by vaporized LPG and effective line fill by pressurization of line fill LPG as per approved procedure and Speci fication requirement including providing expert services for vetting of commissioning procedure and presence of expert to guide & m onitor the complete commissioning activities, providing all supervisory/expert services, other manpower and all resources for the ex ecution of the complete service meeting with international practices and standards, observing all statutory and other governing rule s & standards in all respect and as per the approved scheme and guidance/direction of Engineer - in - Charge. i) The offer shall be inclusive of supply of nitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL\"s responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply d) Providing LPG in tanker truck and subsequently lining up of the pipeline system for LPG line fill.\" |
| 39 | Providing & making bank protection works using Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Ga bion 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 sha ll 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-Charg e. |
| 40 | \"PIPELINE LAYING LIAISONING AND GETTING PERMISSIONS FROM THE STATUTORY AUTHORITIES Applying permission, follow up and getting permis sion from the statutory authorities, obtaining work permits/ NOC from various statutory authorities having jurisdiction before execu tion of the works and complying with all stipulations / conditions / recommendations of the said authorities. Only R.R charges shall be paid by Owner. The work also includes submitting request for (after obtaining the letter from client) permission , follow up , a ssisting in site inspections / route suevey / site report making/making site inspection drawings , submitting at designated offices , resubmission after correction , modification if required , soft and hard copy in nos. as required /if required in sizes , and coll ecting permission from the statuatory authorities including NHAI , PWD , Railways , Irrigation , Forest , Municipal Corporation etc. Obtaining work permits / NOC from various statutory authorities having jurisdiction before execution of the work and complying with all stipulations /conditions/recommendations of the said authorities. Only statutory fees shall be paid by the owner. Note: 1. Payment shall be based on the actual length of pipeline laid. This rate shall be paid seperately & not inclusive in above specifi ed SOR item of INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL).\" |
| 41 | Ground Penetrating RADAR Survey, Ground Penetrating RADAR Survey Carrying out subsurface utility survey along the proposed pipeline route and/ or as specified by Engineer-In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth up to 5m below the existing ground level to locate and identify all existing underground utilities/buried objects including but not limited to pipeline s, sewers, conduits, cables, drains, manholes, appurtenances etc in the proposed corridor along with location, DGPS coordinates, dep th, shape and dimensional details of utilities. Four (4) Copies of Report and Drawings incorporating all collected data shall be sub mitted as per scope of work and direction of the Engineer-in-charge. Scale of Drawing shall be Planimetry (X Axis 1:1000, Y Axis 1:1 00), Longitudinal Section (Z Axis 1:100) and Transverse Section at critical location. Note: 1. Survey Agency for execution of GPR Su rvey Work to be engaged by the Contractor shall be submitted for approval of Owner/ Consultant prior to start of work. 2. GPR Work s hall be carried in presence of Contractor Representative, EPMC & TPI. |
| 42 | HDD Works-Pipeline Part (Non-ITC) |
| 43 | #Design, detailed engineering & installation of pipeline / pipeline & OFC conduit 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 re sources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordanc e with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretatio n of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, S H, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required f or collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparatio n of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detail ed 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, inc luding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. #Compl ete 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 repai ring 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 te sting of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s repres entative(s) for examining radiographs, repair of defects in the.........Continued |
| 44 | \"....in Continuation of previous.......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 approv ed make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sle eves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M /s Canusa or of any other approved make. #Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wher ever 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). #Carrying out air cleaning, gauge pigging and pre-in stallation 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 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-ins tallation hydrostatic testing of HDD pipe string (along with transition pipe section). #Carrying out post-installation coating surve y as per approved procedure. #Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. #Tran sportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. #Preparation of as-built drawings and other records etc. #All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. Note:-The Contractor shall have the option for installation of 89 mm OFC conduit as Bundled HDD installation along with the HDD inst allation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases.\" |
| 45 | \"UPTO 100 METERS (with OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 46 | 16\" in Normal Soil |
| 47 | 16\" in Rocky Soil |
| 48 | \"101 - 300 METERS (with OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 49 | 16\" in Normal Soil |
| 50 | 16\" in Rocky Soil |
| 51 | \"301 - 500 METERS (with OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 52 | 16\" in Normal Soil |
| 53 | 16\" in Rocky Soil |
| 54 | \"501 - 750 METERS (with OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 55 | 16\" in Normal Soil |
| 56 | 16\" in Rocky Soil |
| 57 | \"FROM 751 METER TO 1000 METER (With OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 58 | 16\" in Normal Soil |
| 59 | 16\" in Rocky Soil |
| 60 | \"FROM 1001 METER TO 1250 METER (With OFC conduit) Note: Payment for OFC conduit to be paid separately under ITC head\" |
| 61 | 16\" in Normal Soil |
| 62 | 16\" in Rocky Soil |
| 63 | HDD Works-OFC Part (ITC) |
| 64 | Design, detailed engineering, installation of OFC conduit at specified minimum depth across River/ water bodies (canal/ drain/ nalla , marshy area etc.)/ Highway (NH/SH/Expressways) /Railways/ congested areas etc. by Horizontal Directional Drilling (HDD) method: # Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilisation & de-mobilisation at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and arra nging the required land for site preparations and execution of, but not limited to, the following works in accordance with the speci fications, drawings and as per all provisions of the contract document and instructions of the Owner; # Interpretation of data of hy drological / geo-technical surveys furnished by the Owner (if any), carrying out fresh topographic survey of the crossing location & 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 statemen t and design analysis; # Complete site preparation including arranging of additional required land beyond ROW provided by Owner, set ting up of fabrication yard, preparation of temporary arrangement for pipe stringing, launching etc.; # Pre-construction surveys and collection of all necessary data related to site, underground utilities etc.; # Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC, # Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC; # Ca rrying out air cleaning of the complete pipeline string; # Installation of the OFC conduit below theRiver/ water bodies (canal/ drai n/ nalla, marshy area etc.)/ Highway (NH/SH/Expressways) /Railways/ congested areas etc. by single horizontal directional drilling o peration to the correct profile as per the approved drawings in different soil stata at site. # Restoration, clean-up and disposal o f drilling fluid, waste and all other surplus materials etc.; # Transportation of surplus Owner-supplied OFC cable/materials to the to the Owner\"s designated storage location; # Preparation of As-built drawings and other records etc.; # All other works not specifi cally listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and constructio n method statement, leading to successful completion of the works; |
| 65 | 89 mm OD (Normal) |
| 66 | 89 mm OD (Rocky) |
| 67 | #Design, detailed engineering & installation of pipeline / pipeline & OFC conduit 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 re sources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordanc e with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretatio n of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, S H, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required f or collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparatio n of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detail ed 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, inc luding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. #Compl ete 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 repai ring 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 te sting of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s repres entative(s) for examining radiographs, repair of defects in the.........Continued |
| 68 | \"....in Continuation of previous.......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 approv ed make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sle eves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M /s Canusa or of any other approved make. #Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wher ever 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). #Carrying out air cleaning, gauge pigging and pre-in stallation 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 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-ins tallation hydrostatic testing of HDD pipe string (along with transition pipe section). #Carrying out post-installation coating surve y as per approved procedure. #Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. #Tran sportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. #Preparation of as-built drawings and other records etc. #All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. Note:-The Contractor shall have the option for installation of 89 mm OFC conduit as Bundled HDD installation along with the HDD inst allation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases.\" |
| 69 | \"UPTO 100 METERS (with OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 70 | 16\" in Normal Soil |
| 71 | 16\" in Rocky Soil |
| 72 | \"101 - 300 METERS (with OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 73 | 16\" in Normal Soil |
| 74 | 16\" in Rocky Soil |
| 75 | \"301 - 500 METERS (with OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 76 | 16\" in Normal Soil |
| 77 | 16\" in Rocky Soil |
| 78 | \"501 - 750 METERS (with OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 79 | 16\" in Normal Soil |
| 80 | 16\" in Rocky Soil |
| 81 | \"FROM 751 METER TO 1000 METER (With OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 82 | 16\" in Normal Soil |
| 83 | 16\" in Rocky Soil |
| 84 | \"FROM 1001 METER TO 1250 METER (With OFC conduit) Note: Payment for Carrier Pipe to be paid separately under Non-ITC head\" |
| 85 | 16\" in Normal Soil |
| 86 | 16\" in Rocky Soil |
| 87 | CSW-Civil (ITC) |
| 88 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 89 | In all kinds of soil |
| 90 | 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 r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. |
| 91 | CONCRETE WORK : |
| 92 | CEMENT CONCRETE (CAST IN-SITU) : |
| 93 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer: |
| 94 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 95 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 96 | REINFORCED CEMENT CONCRETE : |
| 97 | RCC (CAST IN-SITU) : |
| 98 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d 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 cente ring, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inc lusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Paymen t for Reinforcement shall be made as per relevant item of SOR). |
| 99 | a) All work up to plinth level |
| 100 | STEEL REINFORCEMENT : |
| 101 | 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 directi on of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 102 | DESIGN MIX CONCRETE : |
| 103 | \"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, ad mixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workabilit y without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cemen t 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.\" |
| 104 | All works upto plinth level |
| 105 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 106 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 107 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall me an \"QUINTAL\"] |
| 108 | EXPANSION JOINTS : |
| 109 | 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 instruc tions of the Engineer-in-Charge] |
| 110 | MASONRY WORK : |
| 111 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 112 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 113 | STEEL WORK : |
| 114 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer all complete. |
| 115 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration 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 conc rete work). |
| 116 | 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 iro n 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 Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 117 | FLOORING : |
| 118 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 119 | CEMENT PLASTER (IN COARSE SAND) : |
| 120 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 121 | 1:6 (1 cement : 6 coarse sand) |
| 122 | 6 MM CEMENT PLASTER : |
| 123 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 124 | Neat cement punning. |
| 125 | GENERAL WORKS : |
| 126 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge. |
| 127 | CSW-Civil (Non ITC) |
| 128 | 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. |
| 129 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 130 | In all kinds of soil |
| 131 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h 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 thic kness, 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. |
| 132 | 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 r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. |
| 133 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified. |
| 134 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) : |
| 135 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 136 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \" |
| 137 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : |
| 138 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 139 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
| 140 | 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 c m 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, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 141 | CONCRETE WORK : |
| 142 | CEMENT CONCRETE (CAST IN-SITU) : |
| 143 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer: |
| 144 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 145 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 146 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 147 | DAMP-PROOF COURSE : |
| 148 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line including provid ing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre o n damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. co mplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 149 | PLINTH PROTECTION: |
| 150 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed 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 direc tions of the Engineer-in-Charge. |
| 151 | REINFORCED CEMENT CONCRETE : |
| 152 | RCC (CAST IN-SITU) : |
| 153 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d 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 cente ring, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inc lusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Paymen t for Reinforcement shall be made as per relevant item of SOR). |
| 154 | a) All work up to plinth level |
| 155 | b) In superstructure at all floors up to floor five level, |
| 156 | STEEL REINFORCEMENT : |
| 157 | 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 directi on of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 158 | MASONRY WORK : |
| 159 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 160 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 161 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 162 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 163 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 164 | CLADDING WORK : |
| 165 | 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, approve d shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cemen t, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finis h etc. complete at all levels : |
| 166 | Area of slab up to 0.50 sqm |
| 167 | TILE WORK IN CLADDING : |
| 168 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d 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 d irections of the Engineer-in-Charge. |
| 169 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 170 | WOOD & PVC WORK : |
| 171 | FRAMES AND TRUSSES : |
| 172 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on bot h faces of shutters : |
| 173 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 174 | STEEL WORK : |
| 175 | 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 arrange ments 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 co ver of required thickness for rolling shutters : |
| 176 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 177 | Providing and fixing ball bearing for rolling shutters. |
| 178 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, to p 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. s heet 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 shap e as per standard drawing. |
| 179 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete : |
| 180 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 181 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration 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 conc rete work). |
| 182 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing 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. |
| 183 | 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 iro n 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 Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 184 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 185 | FENCING : |
| 186 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent 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 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 187 | FLOORING : |
| 188 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 189 | 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 k g of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 190 | TILE FLOORING : |
| 191 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 192 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 193 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 194 | GRANITE STONE FLOORING : |
| 195 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of t he building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mor tar 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. |
| 196 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 197 | KOTA STONE FLOORING : |
| 198 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 199 | 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 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. |
| 200 | CERAMIC TILES : |
| 201 | Providing and fixing ceramic glazed floor tiles of first quality conforming to IS:15622 (thickness to be specified by the manufactur er) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge i n 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 cem ent slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. |
| 202 | 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 be d of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints wit h white cement and matching pigments etc., complete. |
| 203 | VITRIFIED FLOOR TILES : |
| 204 | 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 ce ment : 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 : |
| 205 | Size of Tile 600x600 mm |
| 206 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absor ption 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 o f joints. [Note: Payment for grouting of joints shall be made separately] : |
| 207 | Size of Tile 600x600 mm |
| 208 | OTHER FLOORING WORKS : |
| 209 | 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 b ased adhesives including rolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, 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 n ominal size) as directed by the Engineer-in-Charge. |
| 210 | ROOFING & CEILING : |
| 211 | ROOFING : |
| 212 | 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 do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 213 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate 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 s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 214 | RAIN WATER SPOUT AND PIPE : |
| 215 | 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. |
| 216 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 217 | Coupler (110 mm) |
| 218 | Single Push-fit Coupler (110 mm) |
| 219 | Bend- 87.5 Degrees (110 mm) |
| 220 | Shoe - Plain (110 mm) |
| 221 | FALSE CEILING : |
| 222 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow \"V\" groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer\"s recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose]. |
| 223 | FINISHING |
| 224 | CEMENT PLASTER (IN FINE SAND) : |
| 225 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 226 | 1:4 (1 cement : 4 fine sand) |
| 227 | 1:6 (1 cement : 6 fine sand) |
| 228 | CEMENT PLASTER (IN COARSE SAND) : |
| 229 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 230 | 1:6 (1 cement : 6 coarse sand) |
| 231 | 6 MM CEMENT PLASTER : |
| 232 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 233 | 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. |
| 234 | Neat cement punning. |
| 235 | MISCELLANEOUS PLASTER WORK : |
| 236 | 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. |
| 237 | INTERIOR FINISHING : |
| 238 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer a nd of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 239 | EXTERIOR FINISHING : |
| 240 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 241 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and inc luding priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 242 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 243 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 244 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 245 | Two coats |
| 246 | REPAIR & REHABILITATION WORKS : |
| 247 | GENERAL REPAIR WORKS : |
| 248 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. |
| 249 | Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membra ne with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. |
| 250 | DISMANTLING & DEMOLISHING : |
| 251 | 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 obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 252 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 253 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 254 | 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] |
| 255 | 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-i n-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] |
| 256 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. |
| 257 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring 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] |
| 258 | \"Removing cement mortar from bricks and cleaning bricks including stacking within a lead of 50m Notes: (1) Stacks of cleaned bricks shall be measured. (2) Unit \"\"EA\"\" shall mean \"\"PER 1000 NOS\"\".\" |
| 259 | Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable material and dispo sal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. |
| 260 | Dismantling dressed stone work ashlar face stone work in cement mortar, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per the directions of Engin eer-in-Charge. |
| 261 | Removing cement mortar from and cleaning stones and concrete articles. [Note: Net quantity of stacks of cleaned materials will be me asured] |
| 262 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete a nd stacking within 50 metres lead : |
| 263 | Of area 3.0 sq. metres and below |
| 264 | Of area beyond 3.0 sq. metres |
| 265 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : |
| 266 | Of area 3.0 sq. metres and below |
| 267 | Of area beyond 3.0 sq. metres |
| 268 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : |
| 269 | Rolled Steel Joists |
| 270 | Channels, angles, tees and flats |
| 271 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.] |
| 272 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction 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 steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 273 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres. [Note: Unit \"KG\" shall mean \"KG PER METRE SPAN\"]. |
| 274 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. [Note: Unit \"KG\" shall mean \"KG PER METRE HEIGHT\"]. |
| 275 | Extra for marking of structural steel work required to be re-erected. |
| 276 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : |
| 277 | For thickness of tiles 10 mm to 25 mm |
| 278 | For thickness of tiles above 25 mm and up to 40 mm |
| 279 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead. |
| 280 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable mater ial within 50 metres lead. |
| 281 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material withi n 50 metres lead. |
| 282 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. |
| 283 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : |
| 284 | G.S. Sheet |
| 285 | Asbestos Sheet |
| 286 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : |
| 287 | T\" or \"L\" Iron or pipe |
| 288 | R.C.C. |
| 289 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 290 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 5 0 metres lead. |
| 291 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : |
| 292 | Thickness up to 40 mm |
| 293 | Thickness above 40 mm up to 75 mm |
| 294 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. |
| 295 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 296 | 75 to 80 mm dia pipe |
| 297 | 100 mm dia pipe |
| 298 | 150 mm dia pipe |
| 299 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 0 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior pe rmission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to d ismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : |
| 300 | Water Bound Macadam Road |
| 301 | Bituminous Road |
| 302 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanic al means including stacking of pipes within 50 metres lead as per the directions of Engineer-in-Charge : |
| 303 | 15 mm to 40 mm nominal bore |
| 304 | Above 40 mm nominal bore |
| 305 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breakin g lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per the directions of Engineer-in-Charge : |
| 306 | Up to 150 mm diameter |
| 307 | Above 150 mm dia up to 300 mm dia |
| 308 | Above 300 mm diameter |
| 309 | Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanica l means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 me tres lead as per the directions of Engineer-in-Charge : |
| 310 | Up to 600 mm diameter |
| 311 | Above 600 mm diameter |
| 312 | Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mecha nical means and stacking the pipes within 50 metres lead as per the directions of Engineer-in-Charge : |
| 313 | Up to 150 mm diameter |
| 314 | Above 150 mm diameter |
| 315 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as pe r the directions of Engineer-in-Charge. |
| 316 | Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work m anually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per the directions of Engineer-in-Charge. |
| 317 | Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the e xcavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
| 318 | Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. |
| 319 | Dismantling of flushing cistern of all types (C.I./ PVC/ Vitrious China) including stacking of useful materials near the site and di sposal of unserviceable materials within 50 metres lead. |
| 320 | Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres : |
| 321 | Up to 150 mm diameter |
| 322 | Above 150 mm diameter |
| 323 | Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. |
| 324 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dump ing ground within 50 metres lead. |
| 325 | Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplu s material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge. |
| 326 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lea d of 1.0 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 327 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge. |
| 328 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved. |
| 329 | ROAD WORK : |
| 330 | 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 s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 331 | Supplying and stacking at site : |
| 332 | 90 mm to 45 mm size stone aggregate |
| 333 | 63 mm to 45 mm size stone aggregate |
| 334 | Stone screening 13.2 mm nominal size (Type A) |
| 335 | Moorum |
| 336 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 337 | SURFACE DRESSING : |
| 338 | Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1.5 cum of st one chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, e tc. complete :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) |
| 339 | CONCRETE PAVEMENTS : |
| 340 | 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 & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 341 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 342 | 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 o f 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\"]. |
| 343 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all c omplete as per direction of the Engineer-in-Charge. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"]. |
| 344 | PAINTING AREA / RUNWAY MARKING : |
| 345 | 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 mate rial etc. complete : |
| 346 | New work (Two or more coats) |
| 347 | ROAD SIGNS & ACCESSORIES : |
| 348 | 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 fo r 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, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners 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. |
| 349 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 350 | MISCELLANEOUS : |
| 351 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks 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 : |
| 352 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 353 | 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 (thi ckness 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.] |
| 354 | SANITARY INSTALLATIONS : |
| 355 | 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 : |
| 356 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 357 | 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 cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 358 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 359 | 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, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : |
| 360 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 361 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 362 | Flexible Pipe : |
| 363 | 32 mm diameter |
| 364 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. |
| 365 | Providing and fixing toilet paper holder : |
| 366 | C.P. Brass |
| 367 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic ena mel paint of any colour such as chocolate, grey or buff, etc. : |
| 368 | 75 mm diameter pipe |
| 369 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 370 | 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. |
| 371 | C.P. brass double coat hook |
| 372 | WATER SUPPLY : |
| 373 | CPVC PIPES : |
| 374 | 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 375 | 15 mm nominal outer dia pipes |
| 376 | 20 mm nominal outer dia pipes |
| 377 | 25 mm nominal outer dia pipes |
| 378 | 32 mm nominal outer dia pipes |
| 379 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 380 | 15 mm nominal dia pipes |
| 381 | 20 mm nominal dia pipes |
| 382 | BRASS FITTINGS : |
| 383 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 384 | 25 mm nominal bore |
| 385 | 32 mm nominal bore |
| 386 | C.P. BRASS FITTINGS : |
| 387 | 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 |
| 388 | 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 specificatio ns and directions of the Engineer-in-Charge : |
| 389 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 390 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d 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-Ch arge : |
| 391 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 392 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), 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, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 393 | 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). |
| 394 | Female Transition Elbow/ FTE : |
| 395 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 396 | DRAINAGE : |
| 397 | STONE WARE (SW) PIPES AND FITTINGS : |
| 398 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : |
| 399 | 150 mm diameter |
| 400 | 200 mm diameter |
| 401 | 250 mm diameter |
| 402 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 403 | 100x100 mm size P-type |
| 404 | R.C.C. NON-PRESSURE PIPES & FITTINGS : |
| 405 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 406 | 250 mm dia. R.C.C. pipe |
| 407 | 300 mm dia. R.C.C. pipe |
| 408 | 450 mm dia. R.C.C. pipe |
| 409 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 410 | 450 mm dia R.C.C. pipes |
| 411 | MANHOLES/ CHAMBERS/ PITS : |
| 412 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks 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 cemen t : 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 : |
| 413 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 414 | 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 diam eter, 1.8 m long complete as per standard design : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 415 | 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 coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 416 | For 10 Users |
| 417 | 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. |
| 418 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m 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. |
| 419 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. |
| 420 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing 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 desi gn 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. |
| 421 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 422 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 423 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 424 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 425 | ALUMINIUM WORK : |
| 426 | 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/ neopre ne 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 d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 427 | For fixed portion : |
| 428 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 429 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 430 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 431 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. 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] : |
| 432 | With float glass panes of 5.00 mm thickness (weight not less than 12.5 kg/sqm) |
| 433 | 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. : |
| 434 | With stainless steel cover plate minimum 1.25 mm thickness |
| 435 | 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 d irections of the Engineer-in-Charge : |
| 436 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 437 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 438 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 439 | Up to 5 mm depth and 5 mm width |
| 440 | Up to 10 mm depth and 10 mm width |
| 441 | Up to 20 mm depth and 20 mm width |
| 442 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Engineer -in-Charge. |
| 443 | Grading roof for water proofing treatment with : |
| 444 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 445 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge . |
| 446 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 447 | 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. |
| 448 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 449 | 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. |
| 450 | GENERAL WORKS : |
| 451 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 452 | HORTICULTURE & LANDSCAPING : |
| 453 | 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]. |
| 454 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment]. |
| 455 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment]. |
| 456 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. |
| 457 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 458 | Holes 1.2 m diameter and 1.2 m deep |
| 459 | Holes 60 cm diameter and 60 cm deep |
| 460 | Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [N ote: The grass and good earth shall be paid for separately under relevant item of SOR] : |
| 461 | In rows 5 cm apart in both directions |
| 462 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge. |
| 463 | CSW-Mechanical-Supply |
| 464 | Supply and Delivery of Spiral Wound Metallic Gaskets at respective Stations as per Station wise Break up of Material Supply and as per Technical Specifications from Approved Vendors specified in Tender Document. |
| 465 | Spiral Wound Metallic Gaskets for 150# |
| 466 | 6\" SWMG ANSI 150# |
| 467 | 1\" SWMG ANSI 150# |
| 468 | Spiral Wound Metallic Gaskets for 600# |
| 469 | 16\" SWMG ANSI 600# |
| 470 | 8\" SWMG ANSI 600# |
| 471 | 6\" SWMG ANSI 600# |
| 472 | 3\" SWMG ANSI 600# |
| 473 | 2\" SWMG ANSI 600# |
| 474 | 1\" SWMG ANSI 600# |
| 475 | 3/4\" SWMG ANSI 600# |
| 476 | Supply and delivery of Insulating Gaskets (Complete Set) including Flanges & Counter-Flanges, Stud bolts, Insulating Sleeves & Washers, Nuts etc at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 477 | 2\" Insulating Gasket Set ANSI 600# |
| 478 | Supply and delivery of Steel Fasteners (Stud Bolts and 2 Nuts with Metallic Washers) at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 479 | Fasteners set for 150# |
| 480 | Fasteners for Flanges 6\" x 150# (0.750\" Dia. X 4.50\" Length) |
| 481 | Fasteners for Flanges 1\" x 150# (0.500\" Dia. X 3.00\" Length) |
| 482 | Fasteners set for 600# |
| 483 | Fasteners for Flanges 16\" x 600# (1.500\" Dia. X 13.50\" Length) - Extended stud length for flanges with spectacle blind |
| 484 | Fasteners for Flanges 16\" x 600# (1.500\" Dia. X 11.00\" Length) |
| 485 | Fasteners for Flanges 8\" x 600# (1.125\" Dia. X 9.75\" Length) - Extended stud length for flanges with spectacle blind |
| 486 | Fasteners for Flanges 8\" x 600# (1.125\" Dia. X 8.25\" Length) |
| 487 | Fasteners for Flanges 6\" x 600# (1.0\" Dia. X 9.0\" Length) - Extended stud length for flanges with spectacle blind |
| 488 | Fasteners for Flanges 6\" x 600# (1.0\" Dia. X 7.5\" Length) |
| 489 | Fasteners for Flanges 3\" x 600# ( 0.75\" Dia. X 6.50\" Length ) - Extended stud length for flanges with spectacle blind |
| 490 | Fasteners for Flanges 3\" x 600# ( 0.75\" Dia. X 5.50\" Length ) |
| 491 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 5.75\" Length) - Extended stud length for flanges with spectacle blind |
| 492 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 4.75\" Length) |
| 493 | Fasteners for Flanges 1\" x 600# (0.625\" Dia. X 4.0\" Length ) |
| 494 | Fasteners for Flanges 3/4\" x 600# (0.625\" Dia. X 4.0\" Length) |
| 495 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 496 | WNRF-150# |
| 497 | 6\", WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 498 | 1\", WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 499 | WNRF-600# |
| 500 | 16\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F65 |
| 501 | 8\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 502 | 6\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 503 | 3\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 504 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 505 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 506 | 3/4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 507 | 1\", BLRF FLANGE, ANSI - 150# (B 16.5)-ASTM A350 LF2 CL 1 |
| 508 | 16\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105 |
| 509 | 8\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 510 | 6\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 511 | 3\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 512 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 513 | 1\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 514 | 3/4\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 515 | SPECTACLE BLINDS: Supply and Delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender documents. |
| 516 | 16\" Spectacle Blind 600# F/F R/F - ASTM A105 |
| 517 | 8\" Spectacle Blind 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 518 | 6\" Spectacle Blind 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 519 | 3\" Spectacle Blind 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 520 | 2\" Spectacle Blind 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 521 | Supply and Delivery of Valves for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 522 | BS 5351/ ISO 17292 Ball valve |
| 523 | 1\" W/W ANSI800# A/G, BALL VALVE- BS5351/ISO 17292-ASTM A350 LF2/ASTM A352 LCC |
| 524 | 3/4\" W/W ANSI800# A/G, BALL VALVE- BS5351/ISO 17292-ASTM A350 LF2/ASTM A352 LCC |
| 525 | BS-1873 Globe valve |
| 526 | 6\",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 527 | 2\",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 528 | Pressure Safety Valve |
| 529 | 1\"x2\"x600# x150# PSV -ASTM A350 LF2/ASTM A352 LCC |
| 530 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 531 | Un Equal Tee |
| 532 | 16\"x8\" 600# (0.438\" x Sch.80) -Unequal Tee-WPHY-65 |
| 533 | 16\"x6\" 600# (0.438\" x Sch.80) -Unequal Tee-WPHY-65 |
| 534 | 2\"x3/4\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 535 | Equal Tee |
| 536 | 16\" 600# Equal Tee (0.438\") -WPHY-65 |
| 537 | 8\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 538 | 6\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 539 | 2\" 600# Equal Tee (Sch.160) -ASTM A420 Gr.WPL6 |
| 540 | 3/4\" 600# Equal Tee(Sch.160) -ASTM A420 Gr.WPL6 |
| 541 | Elbow-90 deg LR Bends |
| 542 | 16\" 600# 90 deg LR Bend (0.438\")-WPHY 65 |
| 543 | 8\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 544 | 6\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 545 | 3\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 546 | 2\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 547 | 1\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 548 | 3/4\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 549 | Elbow-45 deg LR Bends |
| 550 | 16\" 600# 45 deg LR Bend (0.438\")-WPHY 65 |
| 551 | 8\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 552 | 6\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 553 | 3\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 554 | 2\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 555 | Concentric Reducers |
| 556 | 2\"x1\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6 |
| 557 | 2\"x3/4\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6 |
| 558 | Half coupling (Soc-O-Let) & Nipple |
| 559 | 1\" 6000 lbs HALF COUPLING -ASTM A350 LF2 Cl.1 |
| 560 | 3/4\" 6000 lbs HALF COUPLING -ASTM A350 LF2 Cl.1 |
| 561 | Weld-o-let |
| 562 | 16\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 563 | 8\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 564 | 6\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 565 | Supply of API 5L/ ASTM A333 Gr.6 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 566 | 8.625\" OD x Sch.80 ASTM A 333 Gr. 6 |
| 567 | 6.625\" OD x Sch.80 ASTM A 333 Gr. 6 |
| 568 | 3.5\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 569 | 2.375\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 570 | 1.315\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 571 | 1.050\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 572 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender documents. |
| 573 | 9 kg DCP Extinguisher- IS 15683 Marked |
| 574 | 4.5 kg CO2 Extinguisher- IS 15683 Marked |
| 575 | 2 kg CO2 Extinguisher- IS 15683 Marked |
| 576 | 2 kg clean agent extinguishers IS 15683 Marked |
| 577 | Sand drum with scoop |
| 578 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 579 | First Aid Box with Snake serum |
| 580 | Fire Bucket |
| 581 | Safety Helmet |
| 582 | Stretcher with blanket |
| 583 | Explosimeter |
| 584 | Portable oxygen LEL meter |
| 585 | Resuscitator |
| 586 | Electrical Siren |
| 587 | Hand Operated siren |
| 588 | Wind socks |
| 589 | Red & Green flag (Pairs) 2 nos in each colour |
| 590 | Extinguisher box for 9 kg DCP Extinguishers |
| 591 | Dry Chemical Powder siliconized potassium bicarbonate type IS marked, pack of 10 KG |
| 592 | CO2 cartridge - 200 gm capacity for 9 kg capacity DCP extinguisher |
| 593 | Water gel blanket |
| 594 | Positive Pressure type self containing Breathing Apparatus |
| 595 | Fire Proximity suit |
| 596 | PCV suit |
| 597 | Ear plug |
| 598 | Ear muff |
| 599 | PA system/ Loudhailer/ megaphone |
| 600 | Safety Torch |
| 601 | Cotton hand gloves |
| 602 | Low temperature rubber hand gloves |
| 603 | Flame Arrestor: Supply and delivery of following mentioned Flame Arrestor at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender documents. |
| 604 | 6\" Flame Arrester |
| 605 | Corrosion Coupon: Supply and delivery of TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 600# full bore threaded Trunnion Mounted API 6D ball valve, Retractable Corrosion Coupon Holder etc., as per technical specifications indicated in tender docuemnts. |
| 606 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 600# full bore threaded ball valve. |
| 607 | RETRACTABLE CORROSION COUPON HOLDER, 4\" to 30\" pipe dia |
| 608 | CSW-Mechanical-Service |
| 609 | \"Above Ground Equipment Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer\"s installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment.\" |
| 610 | Scrapper Launching/ Receiving Barrel along with all accessories, JIB Crane, PIG handling tray, etc as applicable |
| 611 | 16\"X20\" x 600# Bi-Directional Scrapper Barrel |
| 612 | INSULATING COUPLING |
| 613 | 16\" x 600# Insulating Coupling |
| 614 | 6\" x 600# Insulating Coupling |
| 615 | FILTRATION SKID |
| 616 | Filtration Skid |
| 617 | METERING SKID |
| 618 | Custody transfer Metering Skid for Customer Connectivity |
| 619 | PRESSURE REDUCTION SKID |
| 620 | FLOW TEE |
| 621 | 16\" x 600# Flow tee (Equal) |
| 622 | 16\" x 6\" x 600# Flow tee (Unequal) |
| 623 | \"Above ground 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.\" |
| 624 | FOR PROCESS PIPING |
| 625 | 16\" OD x 0.438\" WT APL 5L X 65 |
| 626 | 8.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X52 |
| 627 | 6.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X 52 |
| 628 | 3.5\" OD x Sch.160 ASTM A333 GR.6 |
| 629 | 2.375\" OD x Sch.160 ASTM A333 GR.6 |
| 630 | 1.315\" OD x Sch.160 ASTM A333 GR.6 |
| 631 | 1.050\" OD x Sch.160 ASTM A333 GR.6 |
| 632 | \"Under ground piping:(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\" |
| 633 | FOR PROCESS PIPING |
| 634 | 16\" OD x 0.438\" WT APL 5L X 65 |
| 635 | 8.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X52 |
| 636 | 6.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X 52 |
| 637 | 2.375\" OD x Sch.160 ASTM A333 GR.6 |
| 638 | \"Installation of Valves:(Process Piping) 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.\" |
| 639 | API 6D BALL VALVE -GAS OVER OIL ACTUATED |
| 640 | 16\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gas Over Oil Actuated |
| 641 | API 6D BALL VALVE -Hydraulic (Manual) Actuated |
| 642 | 16\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Hydraulic Actuated |
| 643 | API 6D BALL VALVE -Gear / Lever Operated |
| 644 | 6\"x ANSI 600# Fully-Welded W/W, U/G - Extended Stem, API 6D Ball Valve -Gear Operated |
| 645 | 6\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear Operated |
| 646 | 2\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear/Lever Operated |
| 647 | 16\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 648 | 8\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 649 | 6\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 650 | 3\"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 651 | 2\"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 652 | BS 5351/ISO 17292 BALL VALVE/ BS 1873 Globe Valve |
| 653 | 1\"x ANSI 800# HOV W/W BS 5351 BALL VALVE |
| 654 | 3/4\"x ANSI 800# HOV W/W BS 5351 BALL VALVE |
| 655 | 6\"x ANSI 600# F/F BS 1873 GLOBE VALVE |
| 656 | 2\"x ANSI 600# F/F BS 1873 GLOBE VALVE |
| 657 | Pressure Safety Valve |
| 658 | 1\" X 2\" x ANSI 600# x150# F/F PSV |
| 659 | Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives |
| 660 | 16\" NB Pipe Joints |
| 661 | 8\" NB Pipe Joints |
| 662 | 6\" NB Pipe Joints |
| 663 | 3\" NB Pipe Joints |
| 664 | 2\" NB Pipe Joints |
| 665 | 1\" NB Pipe Joints |
| 666 | 3/4\" NB Pipe Joints |
| 667 | Single Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal |
| 668 | 16\" OD |
| 669 | 6\" OD |
| 670 | Double Cut Joint Hook-up: Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 671 | 16\" OD |
| 672 | 6\" OD |
| 673 | Dismantling of Structures: 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. |
| 674 | Dismantling of Piping (Aboveground): 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 along with 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, equipment, 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 retrieved, those items shall not be dismantled. |
| 675 | Dismantling of Piping (Underground): 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 retrieved, those items shall not be dismantled. |
| 676 | Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer |
| 677 | 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 |
| 678 | Providing services assistance during pre-commissioning and commissioning of scraper barrel, Knock out drums, filters, metering skid, pressure reduction skids as applicable for entire Receipt 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 |
| 679 | Installation of Corrosion Coupon System: Completing the work in all respects in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Engineer / EIC. |
| 680 | Installation of Corrosion Coupon including welding of TOR fitting complete with Coupon holder, Caps, Plugs, O-Rings, Nipple & installation of 2\" 600# full-bore threaded API 6D ball valve. |
| 681 | CSW-Mechanical-Composite |
| 682 | Supply and Erection of Structural Steel:Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 683 | PU /Liquid Epoxy Coating of under ground piping / Equipment: |
| 684 | 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 |
| 685 | External Painting of Piping/ Equipment: |
| 686 | 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. |
| 687 | 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. |
| 688 | Up to 30mm wide x 3mm thick Copper strip |
| 689 | 30 - 50 mm wide x 3 mm thick Copper strip |
| 690 | CP-Supply |
| 691 | PJEICP1014 Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approv ed make, Copper Cable size 1cx35 sq. mm Armoured Composite 100:0 |
| 692 | PJEICP1015 Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approv ed make, Copper Cable size 1cx25 sq.mm Armoured Composite 100:0 |
| 693 | PJEICP1003 Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of i nsulating couplings, Spark Gap Surge Arrestor for above ground and under ground suitable for 100 kA lightening Impulse Current (10/3 50 micro s), rated spark over voltage <= 1.25 kV in flameproof weatherproof enclosure Ex d IIC, IP 66 with connecting cable (EXFS 10 0 KU of Dehn or eq.) Composite 100:0 |
| 694 | PJEICP1017 Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approv ed make, Copper Cable size 2cx25 sq.mm Armoured Composite 100:0 |
| 695 | PJEICP1006 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 buil t in digital data logger having GSM mobile phone connectivity, SCADA linkage and data downloading facilities for data downloading/mo nitoring,complete as an intergral unit, as per specifications and of approved make Composite 100:0 |
| 696 | PJEICP1018 Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approv ed make, Copper Cable size 2cx70 sq.mm Armoured Composite 100:0 |
| 697 | PJEICP1011 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. Composit e 100:0 |
| 698 | PJEICP1021 Portable Half Cell, Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make Composite 100:0 |
| 699 | PJEICP1010 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., Flameproo f & weatherproof Anode Junction Box of approved make Composite 100:0 |
| 700 | PJEICP1020 Permanent Half Cell, Supply of Cu- Cuso4 Permanent Half cell with minimum 10 m length of tail cable, as per specification s of approved make Composite 100:0 |
| 701 | PJEICP1012 Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipmen ts as given in technical specifications, DC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB Composite 100:0 |
| 702 | PJEICP1023 Hand Held Data Logger, Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloadi ng cable and other required accessories complete as per specifications and approved make Composite 100:0 |
| 703 | PJEICP1001 Supply of Solid State Diode Decoupling Device (min 5 kA @ 30 cycles) of approved make including required length of cable as per specifications , Solid State Decoupling Device Composite 100:0 |
| 704 | PJEICP1016 Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approv ed make, Copper Cable size 2cx6 sq.mm Armoured Composite 100:0 |
| 705 | CP-Service |
| 706 | PJEICP2006 Close Interval ON/OFF Potential logging survey, Conducting Close Interval Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specificati ons, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial me asures 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 colou r print and complete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval ON/OFF Potential logging survey |
| 707 | PJEICP2018 CJB / AJB , Installation of CJB / AJB as per technical specifications. |
| 708 | PJEICP2008 Direct Current Voltage Gradient Survey, Conducting Direct Current Voltage Gradient Survey over the buried line, logging a ll measurements, to identify / pin point the coating defects on pipeline including the cost of all competent manpower, transportatio n 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 alon gwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner\"s comment s 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, wh o will arrange to repair the defects. |
| 709 | PJEICP2020 CP Readings, Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated a djustments of the settings of the CPTR/CPPSM units etc as per specifications for achieving full/maximum protection of all the stretc hes as per the criteria of protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection st ations and \"pipe to soil potential\" readings at all the test lead locations along the pipeline including the CP station parameters l ike current(AC/DC), voltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential p rofile, graphs and other data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specificatio n and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 710 | PJEICP2005 Coating Resistance Survey, Conducting \" Coating-Resistance Survey\" for calculation of specific coating resistance of the pipeline in ohms.sq.m. along the entire pipeline and submitting the report in hard as well as soft copy as per Specification / appro ved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 711 | PJEICP2016 Cathodic Protection Units : Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supp ly 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 uni t or both as required, providing earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD a nd ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection fo r entire stretch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of th e Site Engineer / Engineer-in-Charge. , 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cu m CPPSM) unit of rating 25 V, 25 A DC with with DC-DC converter & SCADA linkage facility as per specifications |
| 712 | PJEICP2009 Soil Resitivity Survey, Conducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved p rocedures and instructions of Site Engineer / Engineer-in-Charge. |
| 713 | PJEICP2021 Commissioning of Mainline CP system, Final Commisioning of CP system Final Commissioning of the impressed current cathodi c protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions thro ugh repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC inte rference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data o nce again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the co st of all labour tools and materials as required, complete in all respect. |
| 714 | PJEICP2007 Close Interval Natural Potential Logging Survey, Conducting Close Interval Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. t o their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specificat ions, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial m easures 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 colo ur print and complete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval Natural Potential Loggin g Survey |
| 715 | PJEICP2019 DC distribution board, Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and all other required accessories, tools and tackles complete in all respects as per directions of Site Engineer/Engineer-in-charge. Item includes supply and termination of 2 runs of 1cx25 sq. mm copper cable for Battery Bank |
| 716 | PJEICP2003 Surge Diverter/Spark Gap Surge Arrestor, Installation of surge arrestors including terminating the cables, testing & comm issioning of surge arrestors etc. all complete with required material as per specification and directions of Site Engineer / Enginee r-in-Charge. |
| 717 | PJEICP2011 Mutual Interference Survey, Conducting Mututal Interference Survey among the new and existing pipelines / facilities /for eign pipeline by taking PSP survey of all the pipelines as per approved procedure to determine level of interference at different pl aces along the pipeline and at point of crossing in common ROW including identifying points and providing the data/ record in graphi cal 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 readin gs at all TLPs along with graphs in 3 sets.The item should be complete in all respect including survey, work for mitigating the inte rference and post mitigating survey as per specifications/directions of site engineer / Engineer-in-Charge. |
| 718 | PJDCSW2003 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 suppl y of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all l abour, 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 |
| 719 | PJEICP2001 Solid State Decoupling Device, 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 comple te with required material, excavation, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 720 | PJEICP2010 AC interference survey, Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximit y of any HT transmission line (33 KV and above) crossing or running parallel within a distance of 60 M from the pipeline alignment a s per approved procedure. The work shall be completed in all respects including survey, data logging for specified period, recommend ing mitigation measures & post mitigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. The data to be submitted for eac h such TLP alongwith coloured graph and recommendations. |
| 721 | PJEICP2023 Pipe to Soil potential Readings, 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 pipe line and at stations, including preparing and submiting relative PSP profile and other relevant data pertaining to the cathodic prot ection 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 |
| 722 | PJEICP2004 Permanent half cell, 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, backfillin g etc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 723 | PJEICP2013 CAT Survey, Carrying out the Current Attenuation(CAT) Survey at 50 meters interval by measuring current loss along the ma inline 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 /present ation of the results including submission of reports complete in all respect thereof. Also locating the exact position of buried pip eline/defect of Pipeline coating.Route mapping of the entire stretch at an interval of 10M with the help of GPS instrument (to be ar range by contractor)and submission of the hard and soft copy to the EIC. |
| 724 | PJDCSW2004 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 suppl y of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all l abour, 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 above 20 mm and upto 40 mm |
| 725 | CP-Composite |
| 726 | PJEICP3008 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type A (With Ingress Protection IP:55) Composite 60:40 |
| 727 | PJEICP3005 Cable marker , Cable Marker Supply, erection and installation of MS cable markers; including excavation,installation of t he 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. Composite 60:40 |
| 728 | PJEICP3014 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type DAC (With Ingress Protection IP:55) Composite 60:40 |
| 729 | PJEICP3010 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type B (With Ingress Protection IP:55) Composite 60:40 |
| 730 | PJEICP3009 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., TLP type \"A\" , flame proof & weather proof as per specifications and dr awing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) Composite 60:40 |
| 731 | PJEICP3016 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Flameproof Type DMV (With Ingress Protection IP:55) as per specificatio n Composite 60:40 |
| 732 | PJEICP3003 Mainline CP : Anode bed shallow type, Supply & installation of Anode bed ( shallow type ) as per the approved configurati on for \"Impressed Current Cathodic Protection\" system including supply, laying & termination of all anodes, anode tail cable (XLPE i nsulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between including layin g 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 bac k fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all compl ete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Not e : Each Anode bed means anode bed at each location irrespective of number of anode strings required. Composite 60:40 |
| 733 | PJEICP3012 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type C (With Ingress Protection IP:55) Composite 60:40 |
| 734 | PJEICP3007 Magnesium Anode, 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, b ack 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. Composite 60:40 |
| 735 | PJEICP3015 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Flameproof Type E (With Ingress Protection IP:55) as per specification Composite 60:40 |
| 736 | PJEICP3004 Station : Distributed type shallow, Supply & installation of MMO type anodes as per the approved configuration for \"Impre ssed Current Cathodic Protection\" system of station piping / structures including all anodes, laying & termination of all anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between i ncluding supply and laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Ano de bus in Anode junction box including erection, providing foundations of Anode Junction Boxes & Cathode Junction Boxes, providing c hain link fencing around Anode junction Box wherever required, as per specifications including supply of back fill material, excavat ion, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with s oil 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 : Supply of anode tail cable for distributed anodes for station CP a re covered elsewhere in SOR Composite 60:40 |
| 737 | PJEICP3013 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type D (With Ingress Protection IP:55) Composite 60:40 |
| 738 | PJEICP3017 Corrosion Coupon, Supply and Installation of prefabricated CS corrosion coupon with 1 sq. cm bare metal with 2 numbers 4 sq. mm lead of minimum 10 m long lead in a sdistance of 0.5 m from the pipeline inclusive of cable & terminating the cable in the TL P terminal. The corrosion couponf are to be installed with specified test lead points for which prior apporval to be obtained from o wner. 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 direc tion and specification detailed in the documetn complete with all tools , takles & other necessary requirement for preparation of th e 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. Composite 60:40 |
| 739 | PJEICP3001 Zinc Anode , Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter in cluding PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its exc avations, 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. Compo site 60:40 |
| 740 | PJEICP3011 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 fo r 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 t hrough foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, j ointing 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, installat ion, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes s upply 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 whe rever 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 dra wings & directions of the Site Engineer/Engineer-In-Charge., Type B (Flameproof & Weatherproof as per specifications & drawing) (Wit h inbuilt provision of Voltmeter & pushbutton for PSP Measurment) Composite 60:40 |
| 741 | PJEICP3019 Corrosion Coupon, Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparat ion of sample of size 2\"x4\", 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 inclu sive 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 a nd lugs etc., complete in all respect. All as per the direction and specification detailed in the document complete with tools, tack les & 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. Composite 60:40 |
| 742 | CSW-Electrical-Supply |
| 743 | PJEHMT1001 Supply of high mast tower as per technical specification enclosed IOCL-PL-PJ-ELEC-HMT-1.0. The job includes supply of (1) 30 m/20 m high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, minimum steel plate sheet thickne ss shall be 5 mm. (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction li ghts - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compa rtment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be pr ovided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast., High Mast Shaft wi th cables, FLP/WP motor, cables and accessories - For 30 M Height Composite 100:0 |
| 744 | 8170740682 Electrical resistance based corrosion monitoring system consisting of following items:, Heavy Duty Protective Cover |
| 745 | PJDCSW1018 ACDB Panel: , Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, 200 A Bus Bar having incomers and feeder s, suitable for 03 phase DG supply, of approved make, as indicated in technical specifications and cable entries from Top, complete in all respects. Composite 100:0 |
| 746 | PJEHMT1005 Supply of high mast tower as per technical specification enclosed IOCL-PL-PJ-ELEC-HMT-1.0. The job includes supply of (1) 30 m/20 m high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, minimum steel plate sheet thickne ss shall be 5 mm. (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction li ghts - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compa rtment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be pr ovided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast., Outdoor stand moun ted FLP/WP feeder pillar Composite 100:0 |
| 747 | 8170740722 Electrical resistance based corrosion monitoring system consisting of following items:, ER Probe Extension Adapter |
| 748 | 7749130814 Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST- 2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% , CU,4CX4 mm²,2XWY, |
| 749 | 8170740782 Electrical resistance based corrosion monitoring system consisting of following items:, Service Valve Kit |
| 750 | 8170740662 Electrical resistance based corrosion monitoring system consisting of following items:, Hollow Plug Assembly |
| 751 | PJDCSW1014 Silent Diesel Generating Set - Supply of Silent Type DG set along with processor based AMF system, Industrial Lead-Acid B atteries for Starting of DG Set, Acoustic Enclosure, exhaust piping with its support structure, internal fuel tank of 12 hrs. capaci ty etc., as given in the technical specification complete in all respects: , 25 KVA, 415V, 3 Phase Composite 100:0 |
| 752 | 8170740762 Electrical resistance based corrosion monitoring system consisting of following items:, Retriever kit |
| 753 | 8170740501 Electrical resistance based corrosion monitoring system consisting of following items:, Flareweld Access Fitting Assembly |
| 754 | PJDCSW1008 SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge compl ete in all respects including transportation charges: , Supply of fire buckets mounted on stand Composite 100:0 |
| 755 | 8170740764 Electrical resistance based corrosion monitoring system consisting of following items:, Receiver with Safety Barrier & 3 digit LED display suitable for interfacing with SCADA as per specification. |
| 756 | 7749123064 Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% , AL,3.5CX50 mm²,A2XFY |
| 757 | PJDCSW1007 SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge compl ete in all respects including transportation charges: , Supply of fully charged CO2 fire extinguishers as per specifications (2 kg c apacity as per IS: 2878 latest) Composite 100:0 |
| 758 | 8170740774 Electrical resistance based corrosion monitoring system consisting of following items:, Transmitter (intrinsically safe) as per specification including 5 m suitable cable for connection with ER probe. |
| 759 | 7749122264 Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% , AL,3.5CX25 mm²,A2XFY |
| 760 | PJDCSW1006 SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge compl ete in all respects including transportation charges: , Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) Composite 100:0 |
| 761 | PJEHMT1004 Supply of high mast tower as per technical specification enclosed IOCL-PL-PJ-ELEC-HMT-1.0. The job includes supply of (1) 30 m/20 m high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, minimum steel plate sheet thickne ss shall be 5 mm. (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction li ghts - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compa rtment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be pr ovided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast., LED flood light ty pe -350 W (12 nos.) & Aviation obstruction LED light - 02 nos. Composite 100:0 |
| 762 | 8170740702 Electrical resistance based corrosion monitoring system consisting of following items:, Retrievable flush ER probe |
| 763 | 7749101264 Aluminium LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% , AL,3CX10 mm²,A2XFY |
| 764 | PJEHMT1003 Supply of high mast tower as per technical specification enclosed IOCL-PL-PJ-ELEC-HMT-1.0. The job includes supply of (1) 30 m/20 m high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, minimum steel plate sheet thickne ss shall be 5 mm. (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction li ghts - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compa rtment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be pr ovided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast., Foundation bolts w ith anchor plate & common template for high mast tower (30M/20M Height) Composite 100:0 |
| 765 | 8170740601 Electrical resistance based corrosion monitoring system consisting of following items:, Primary Packing for Hollow Plug A ssembly |
| 766 | 7749130724 Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST- 2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% , CU,3CX2.5 mm²,2XWY |
| 767 | PJDCSW1001 SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge compl ete in all respects including transportation charges: , RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. Composite 100:0 |
| 768 | PJDCSW1004 INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insula ting Elastomer mats as per specifications: , Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) Compo site 100:0 |
| 769 | CSW-Electrical-Service |
| 770 | PJDCSW2003 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 suppl y of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all l abour, 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 Composite 0:100 |
| 771 | PJDCSW2039 LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of 4 15 V, owner supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installat ion on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/i ncoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specificatio ns 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.: , Weight of unit above 100 kg but upto and including 500 k g Composite 0:100 |
| 772 | PJDCSW2004 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 suppl y of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all l abour, 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 above 20 mm and upto 40 mm Composite 0:100 |
| 773 | PJDCSW2001 CABLE TRENCH: , Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 m etres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour a nd materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge Composite 0:100 |
| 774 | PJDCSW2034 415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase moto rs (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control a nd power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the moto r frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects inc luding the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wi re / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: , Capacity above 1 KW and upto 2.5 KW Composite 0:100 |
| 775 | PJDCSW2002 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 r espects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, spe cification and directions of Site Engineer / Engineer-in-Charge. Composite 0:100 |
| 776 | PJDCSW2029 Silent LT DG set - Erection, Installation including transportation from owner desginated location, connecting, testing an d commissioning of owner supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work sh all include grounding of alternator neutral, earthing, providing water pipe connection for Radiator water make-up complete with valv e, solenoid valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (includ ing supply of shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads, installation of PLC based AMF panel, NIG panel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consumab les etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: , LT DG set with PLC based AMF panel, fuel tank etc Composite 0:100 |
| 777 | PJDCSW2047 Corrosion monitoring probes: , Installation of corrosion monitoring probes including 2\" Flareweld on station piping at de sired location and 12 O\"Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job complete in all respect with material, tools & tackles, consumables etc. Composite 0:100 |
| 778 | CSW-Electrical-Composite |
| 779 | PJDCSW3111 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , Copper cable as per specification s - 10 Sq.mm Composite 60:40 |
| 780 | PJDCSW3011 LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including t he supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: , Power c ables LT : OD upto 20 mm Composite 60:40 |
| 781 | PJDCSW3026 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , 25mm x 3 mm copper flat Composite 60:40 |
| 782 | PJDCSW3113 FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I g as group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going c able (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 c ertified enclosure: , FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 Composite 60:40 |
| 783 | PJDCSW3008 BRICK SOLING: , Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and ta ckles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. Composite 60:40 |
| 784 | PJDCSW3024 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , 40 mm X 5 mm G.I. earthing strip Composite 60:40 |
| 785 | PJDCSW3033 Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings suc h 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 direct ions of site engineer / Engineer-in-Charge: , 50 mm Composite 60:40 |
| 786 | PJDCSW3009 CABLE MARKER: , Supply, erection & installation of MS cable markers, including excavation, installation of the markers, c ement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and dir ections of Site Engineer / Engineer-in-Charge. Composite 60:40 |
| 787 | PJDCSW3025 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , 25mm x 4 mm copper flat Composite 60:40 |
| 788 | PJDCSW3036 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 labou r, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. Composite 60:40 |
| 789 | PJDCSW3018 EARTH ELECTRODES: , Supplying, installation, testing of GI earthing electrode, including the supply and installation of t he 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. Composite 60:40 |
| 790 | PJDCSW3029 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , GI wire / rope 10 mm diameter Com posite 60:40 |
| 791 | PJDCSW3116 FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I g as group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going c able (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 c ertified enclosure: , FLAMEPROOF LED FLOOD LIGHT FITTING 45 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) F lood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB) , Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: N eoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification . Composite 60:40 |
| 792 | PJDCSW3012 LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including t he supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: , Power c ables LT : OD above 20 mm and upto 40 mm Composite 60:40 |
| 793 | PJDCSW3027 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , GI wire (8 SWG) Composite 60:40 |
| 794 | PJDCSW3115 FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I g as group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going c able (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 c ertified enclosure: , FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) F lood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB) , Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: N eoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification . Composite 60:40 |
| 795 | PJDCSW3007 SAND FILLING: , Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of a ll material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and direc tions of Site Engineer / Engineer-in-Charge Composite 60:40 |
| 796 | PJDCSW3023 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , 50 mm X 6 mm G.I. earthing strip Composite 60:40 |
| 797 | PJDCSW3032 Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings suc h 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 direct ions of site engineer / Engineer-in-Charge: , 37 mm Composite 60:40 |
| 798 | PJDCSW3039 FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including sup ply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, sp ecifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect: , 8 way junction box with 8 cable entries (1 x 1\" & 7 x 3/4\") at bottom & 20 nos. terminals. Composite 60:40 |
| 799 | PJDCSW3056 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 & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of s witch 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: , 2 light points controlled by 1 switch Composite 60:40 |
| 800 | PJDCSW3068 Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: , Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (1 00 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification Composite 60:40 |
| 801 | PJDCSW3053 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, switchgea rs, 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. Composite 60:40 |
| 802 | PJDCSW3062 6 A plug point wiring: , Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. m m. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthi ng insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point pe r circuit) as per specifications and drawings. Composite 60:40 |
| 803 | PJDCSW3125 Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including s upply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all o ther required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools , materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent m odel from the approved make list given in the specifications: , DN170C LED10S-6500 PSU WH: Supply and fixing of surface mounted weat her proof light DN170C LED 15 W having 1000 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation. Composite 60:40 |
| 804 | PJDCSW3054 PLASTIC INSCRIPTION PLATE: , Supply and installation of approved quality plastic name inscription plates including engrav ing the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations et c. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engi neer/Engineer-in-charge including the cost of all labour, tools etc. Composite 60:40 |
| 805 | PJDCSW3063 AC point wiring: , Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing t he third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pi n 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box Composite 60:40 |
| 806 | PJDCSW3080 Swan neck lighting pole with LED well glass light: , Supply, installation, testing and commissioning of swan neck lightin g pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 2 00mmx200mmx5mm along with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of p rimer 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 arrangem ent and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complet e in all respects as per specifications, drawings and instructions of EIC / Site engineer. Composite 60:40 |
| 807 | PJDCSW3051 SHOCK TREATMENT CHART: , Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language. Composite 60:40 |
| 808 | PJDCSW3060 Exhaust fan / wall bracket fan wiring: , Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 6 50 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall br acket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specificatio ns 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. Composite 60:40 |
| 809 | PJDCSW3121 Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including s upply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all o ther required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools , materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent m odel from the approved make list given in the specifications: , LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S- 6500 PSE W30L120 D8 or equivalent approved make with LEDs: Supply and fixing of recess mounted weather proof light Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with LEDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector block s etc including installation with LED of approved make. Composite 60:40 |
| 810 | PJDCSW3052 CAUTION BOARD: , Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 i ncluding fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. Composite 60:40 |
| 811 | PJDCSW3061 16 A power plug point wiring: , Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insul ated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper cond uctor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switc h (1 plug point per circuit) as per specifications and drawings Composite 60:40 |
| 812 | PJDCSW3122 Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including s upply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all o ther required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools , materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent m odel from the approved make list given in the specifications: , LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5 000 GR OD or approved equivalent:Supply and fixing of surface mounted weather proof light SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, con nector blocks etc including installation with LED of approved make. Composite 60:40 |
| 813 | PJDCSW3055 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 & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of s witch 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: , 1 light point controlled by 1 s witch Composite 60:40 |
| 814 | PJDCSW3067 Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: , 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. Composite 60:40 |
| 815 | PJDCSW3128 All in one solar based LED street light: , Installation, testing, commissioning charges of all in one solar based LED str eet light including supply of 5 m high GI pole (with suitable panel mounting arrangement) and associated civil foundation works comp lete in all respects. Composite 60:40 |
| 816 | PJDCSW3119 FLP/WP EXHAUST FANS: , Flame proof, weather proof, single phase, 12\" 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, includ ing supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all resp ects Composite 60:40 |
| 817 | PJDCSW3059 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. Composite 60:40 |
| 818 | PJDCSW3070 Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: , Critical Light DB: Eu ro 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 Comp osite 60:40 |
| 819 | PJDCSW3001 GI CABLE TRAY: , 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 met er 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. Composite 60:40 |
| 820 | PJDCSW3022 EARTHING PLATE: , Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item al so 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. Composite 60:40 |
| 821 | PJDCSW3030 EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely makin g the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the ear thing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engin eer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: , Copper cable as per specification s - 100 Sq.mm Composite 60:40 |
| 822 | PJDCSW3086 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 couple rs, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, incl uding making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-char ge including cost of all labour, materials etc.: , 25 mm Composite 60:40 |
| 823 | PJDCSW3081 Ceiling fan: , Ceiling fan, BEE 5 star rated, with electronic regulator & other accessories and fittings etc. of or appro ved make with 56\" Sweep size Composite 60:40 |
| 824 | PJDCSW3089 Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conform ing to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of co llars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, c omplete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer: , 200 mm dia Composite 60:40 |
| 825 | PJDCSW3087 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 couple rs, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, incl uding making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-char ge including cost of all labour, materials etc.: , 32 mm Composite 60:40 |
| 826 | PJDCSW3085 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 couple rs, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, incl uding making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-char ge including cost of all labour, materials etc.: , 19 mm Composite 60:40 |
| 827 | PJEHMT2003 Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth complete with all materials and labour as per instruction of Site Engineer/EIC. Design of found ation shall be provided by IOCL. Piling work if required as per soil strata in foundation of high mast is not covered in this scope of work and shall be taken up separately., For 30 M Height High Mast Tower Composite 60:40 |
| 828 | PJDCSW3088 Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conform ing to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of co llars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, c omplete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer: , 300 mm dia Composite 60:40 |
| 829 | PJDCSW3084 Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Cro mpton Greaves or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixin g and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per spe cifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete., 12\" Sweep Co mposite 60:40 |
| 830 | PJEHMT2001 Erection, Installation,Testing & Commissioning of the Owner supplied high mast tower with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor c ores of 1.5 sq. mm, lugs, MCB and all labour. Scope of work shall include erection & installation of high mast tower, cable connecti ons, erection & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of owner supplied FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pill ar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works f or High Mast tower including construction of earth pits to be operated in relevant separate item., For 30 M Height High Mast Tower C omposite 60:40 |
| 831 | PJDCSW3041 FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including sup ply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, sp ecifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect: , 4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals. Composite 60:40 |
| 832 | PJDCSW3057 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 & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of s witch 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: , 3 light points controlled by 1 switch Composite 60:40 |
| 833 | PJDCSW3069 Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: , Type V Distribution B oard: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 m A Sensitivity), 9x32 A SPN Motor duty MCB as per specification. Composite 60:40 |
| 834 | PJDCSW3083 Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Cro mpton Greaves or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixin g and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per spe cifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete., 18\" Sweep Co mposite 60:40 |
| 835 | PJDCSW3133 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 4 Meter long copper lightning arrestor with 5 sprong ed phenyl rod base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of requi red length and connection to the main earthing grid. Composite 60:40 |
| 836 | PJDCSW3082 Wall mounted fan: , 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. Composite 60:40 |
| 837 | PJDCSW3130 Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable type, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum s pare in each module to be installed as per instruction of Engineer in charge/ site engineer: , Galvanised mild steel frame with pack ing 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 Composite 60:40 |
| 838 | PJDCSW3020: EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes |
| 839 | Instrumentation-Supply |
| 840 | 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 with blanking plug for each port. [ SAP Cod |
| 841 | Process Tube, Material: Stainless Steel, Manufacturing process: Seamless, Mat Specification:ASTM A2 |
| 842 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long, Material : SS316. [SAP Code: 4399997284/439 |
| 843 | Union Tee, 3X12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) as per ANSI 16.11, Material : SS316. [Sap Cod |
| 844 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) complete with ferrules and |
| 845 | Tube End Cap ( Sq Head), 12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) as per ANSI B 16.11, Material : SS |
| 846 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, |
| 847 | Male Connector, 12.7 MM MNPTX 12.7 MM OD Tube, Material: SS316, 211 kg/sqcm (3000 psi) complete wit |
| 848 | Jacking Bracket for 600# & 900#.[ SAP Code 8195999153/8195996743] |
| 849 | 5 KVA PR UPS BATTERY BANK Sealed maintenance free 2V VRLA battery in dual string for 4 hrs backup considering aging, temperat |
| 850 | Gauge Saver (0-1 Kg/Cm2) |
| 851 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specificatio |
| 852 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specificati |
| 853 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc |
| 854 | 3/4\" to 1/2\" Reducers |
| 855 | 1\" to 3/4\" Reducers |
| 856 | 1\" to 1/2\" Reducers |
| 857 | 1/2\" gland |
| 858 | 1\" gland |
| 859 | 5/4\" gland |
| 860 | 1/2\" gland |
| 861 | 1\" gland |
| 862 | 1 1/4\" (5/4\") gland |
| 863 | FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2\" NPT) wi |
| 864 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1\"; Left side entr |
| 865 | Supply of 16IN, 600 # Series -Short Neck Scrapper Detector Supply of 16IN, 600 # Series -Short Neck Scrapper Detector Switch- As per Tender Specification Supp |
| 866 | Instrumentation-Service |
| 867 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) |
| 868 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches |
| 869 | WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shor |
| 870 | Cables having outer diameter upto 20mm |
| 871 | Cables having outer diameter between 20 to 30 mm |
| 872 | Cables having outer diameter above 30 mm |
| 873 | Instrumentation-Composite |
| 874 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawi |
| 875 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges |
| 876 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmit |
| 877 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & c |
| 878 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & co |
| 879 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) |
| 880 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning |
| 881 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof |
| 882 | AIR CONDITIONER SPLIT TYPE - Supply & Installation of 1.8T Split Type five star BEE rated ACs (Da |
| 883 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of le |
| 884 | SAND SUPPLY & FILLING : Supplying and spreading of approved quality,fine, dry /river sand in cable |
| 885 | BRICK SOLING : Supply and laying of approved quality 75 mm thick second class brick flat soling |
| 886 | 100/95 Sqmm Copper cable |
| 887 | GI Wire / GI Rope ( 8 SWG ) |
| 888 | Supply and Installation of MCT for Buildings as per specifications |
| 889 | MS CABLE MARKER Supply, erection and installation of MS cable markers, including excavation and ins |
| 890 | Supply, installation, testing of Earthing system consisting of 6 earth pits of perforated GI pipes |
| 891 | Supply, installation, testing of Earthing system consisting of 3 earth pits of perforated GI pipes |
| 892 | 25 mm |
| 893 | 50 mm |
| 894 | 100 mm |
| 895 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural work |
| 896 | Supply, installation & fixing of perforated GI trays of width 150 mm, 300 mm, 450 mm &600 mm as per |
| 897 | 25 mm X 3 mm Copper flat |
| 898 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation a |
| 899 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables |
| 900 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating |
| 901 | INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting t |
| 902 | AIR CONDITIONER CASSETTE TYPE - Supply & Installation of 1.8T Cassette Type ACs flushed with fals |
| 903 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in 32 mm |
| 904 | INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, a Insulating Elastomer mats confor ming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 905 | Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm |
| 906 | Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Installation, laying of Cat 6 LAN C ables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch th |
| 907 | INSTALLATION JOBS for Metering SKID Carrying out the instrumentation and control system job on the already erected Metering skid & n ece |
| 908 | INSTRUMENTATION JOBS FOR HOV Carrying out the instrumentation and control system jobs on the already erected actuator assembly o |
| 909 | Telecom-Supply |
| 910 | Supply of RCC Transition pits for building entry points as per tender specifications |
| 911 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender |
| 912 | Supply of wall mounted Fibre Termination Box (FMS) for 24F as per tender specifications |
| 913 | Supply of 2 Pair unarmoured Telephone Cable as per specifications |
| 914 | Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 915 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 916 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 917 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) in |
| 918 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network includi |
| 919 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 920 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 921 | Supply of OFC Jointing kits as per tender specifications for 24F |
| 922 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 923 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 924 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 925 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 926 | Supply of OFC Jointing kits as per tender specifications for 48F |
| 927 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch pan |
| 928 | 24 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications |
| 929 | 600 VA UPS with battery back-up for LAN switch |
| 930 | Telecom-Services |
| 931 | Laying of HDPE pipe (excluding blowing of OFC) in mainline pipe trench at the bottom in all types |
| 932 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & dra |
| 933 | Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work |
| 934 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to va |
| 935 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-cha |
| 936 | Installation of Transition Pits at building entry points as per tender specifications, drawings and |
| 937 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and direction |
| 938 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, draw |
| 939 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV har |
| 940 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes config |
| 941 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, draw |
| 942 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and d |
| 943 | Telecom-Composite |
| 944 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 su |
| 945 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall |
| 946 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall |
| 947 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair cap |
| 948 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair cap |
| 949 | Supply and installation of MDF (Main distribution frame) /Distribution box of 50 Pair capacity as |
| 950 | 44.0 Please Enable Macros to View BoQ information |
| 951 | 44.0 Please Enable Macros to View BoQ information |
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