Indian Oil Corporation Limited-IOCL has published Laying 16 Inch Od , 126 . 00 Km ( Approx . ) Cross Country Product Pipeline From Iocl Tundla Terminal To Sv_3 Station At Gansara Vill . , Etawah And Associated Station Works Under Augmentation Of Mathura Tundla Pipeline And Its Extension To Lucknow . Submission Date for this Tender is 28-10-2020. Oil Pipe Line Tenders in UP Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Oct-2020 | ADDENDUM-01 | Other | 28-10-2020 |
| 2 | 22-Oct-2020 | Addendum-02 | Technical Bid | 28-10-2020 |
| Name of Work: Laying 16” OD, 126.00 Km (approx.) Cross Country product pipeline from IOCL Tundla terminal to SV_3 Station at Gansara Vill., Etawah and associated station works under Augmentation of Mathura Tundla Pipeline and its extension to Lucknow and Kanpur project.[ Stretch Ch. 0 Km to Ch 126.00 Km (approx.)] | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 2 | MAINLINE LAYING- NON ITC | Item 00010 | ||
| 2 | 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 inside stockpile by mainline contractor shall be done by Owner's authorized agency), including placing of pipe trailors for taking d elivery of pipes from stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transport ation of pipes to ROW/ work site/ Contractor's storage location etc.,# Clearing and grading of ROW/ pipeline coridor, cutting of tre es, vegetation etc. including keeping record of trees cut, including de-watering etc.,# Stringing of pipes along ROW including provi ding straw bags/ soft padding (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench and instructions of Site Engineer/ Engineer-in-Charge),# Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this material separately along the ROW to allow r eplacement of this material on top of the backfilled ditch (in cultivable and other areas specially designated by Owner),# Carrying out repair of pipe & coating defects for defects occuring after ""taking over"" of pipes from Owner, replacement in the case of non- repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & handling,# Ali gning, bending, lining up, cutting and bevelling (as required) of pipes for field adjustments, welding (manual / semi-automatic / au tomatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints found defective, # Carrying out 100% radiographic inspection of all field weld joints for initial 1(one) Km in each Mainline Spread, Crossings and ot her specific locations as per Specifications and Special Conditions of Contract (SCC) and 20% radiographic inspection for the balanc e portion (excluding crossings and other specific locations) and destructive testing of one weld joint in each Spread as per specifi cation and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray machine and all o ther requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to proc ess, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector) and other tests as required, ca rrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., # Carrying out coating of all field weld joints, by qualif" | Item 10.10 | ||
| 3 | 4 | 16" | Item 10.20 | 122000 | M |
| 4 | 5 | Laying cased crossings, by auger boring & jacking method, using casing pipes according to drawings, specification(s) and providing a ll works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with th e contract, including collecting the pipes and other Owner-supplied materials from Owner’s issue point and loading, transporting the m to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pip es, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suita ble primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrie r pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage t he insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at t he ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, me asuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applyi ng one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill be low carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC suppo rts with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, t o prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be 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 respect, as per dire ctions of Site Engineer/ Engineer-in-Charge. | Item 10.30 | ||
| 5 | 6 | 16" | Item 10.40 | 80 | M |
| 6 | 7 | Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all work s,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contract , arranging the required additional land for construction purpose, preparation of site, aligning, bending, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotest ing testing (both pre- & post-installation) and replacement of pipes/ defects, excavation of the trench to required depth, as per sp ecifications, in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering including installation of well-point system, and laying o f the pipeline in approved trench, including de-watering, providing in-situ concreting at coated weld joints to effectively secure t he HDPE conduit with mainline pipe, providing "Band IT" make stainless steel (SS) strips / clamps of 3/4" width for tying HDPE condu it with mainline pipe (two strips per pipe length), backfilling and final clean-up, stabilisation of the excavated banks by addition al means, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically unde rtaken to be supplied by the Owner under the contract) necessary for or in the performance of the work or for temporary or permanen t incorporation in the works and all other acts, matters and things necessary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Engineer-in-Charge. | Item 10.50 | ||
| 7 | 8 | 16" | Item 10.60 | 650 | M |
| 8 | 9 | Providing & Laying Concrete sheathing on the carrier pipe i.e., continuous concrete coating (mix 1:1.5:3) of 50 mm thick using speci fied (approved) wire mesh reinforcement as per approved drawing and technical specifications, including supply of cement, steel wire mesh, aggregate, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to comple te the job, testing of concrete coated pipes etc. and as per direction of Engineer-in-Charge. | Item 10.70 | ||
| 9 | 10 | 16" | Item 10.80 | 270 | M |
| 10 | 11 | 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. | Item 10.90 | ||
| 11 | 12 | KILOMETER POST | Item 10.100 | 126 | EA |
| 12 | 13 | DIRECTION MARKER | Item 10.110 | 876 | EA |
| 13 | 14 | WARNING SIGN | Item 10.120 | 43 | EA |
| 14 | 15 | 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. | Item 10.130 | 1591 | EA |
| 15 | 16 | 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. | Item 10.140 | ||
| 16 | 17 | 16" | Item 10.150 | 125.8 | KM |
| 17 | 18 | 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. | Item 10.160 | ||
| 18 | 19 | 16" | Item 10.170 | 125.8 | KM |
| 19 | 20 | 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. | Item 10.180 | ||
| 20 | 21 | 16" | Item 10.190 | 125.8 | KM |
| 21 | 22 | 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. | Item 10.200 | ||
| 22 | 23 | 16" | Item 10.210 | 125.8 | KM |
| 23 | 24 | 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. | Item 10.220 | ||
| 24 | 25 | 16" | Item 10.230 | 3 | EA |
| 25 | 26 | 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. | Item 10.240 | ||
| 26 | 27 | 16" | Item 10.250 | 4 | EA |
| 27 | 28 | "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. 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). 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" | Item 10.260 | ||
| 28 | 29 | 16" | Item 10.270 | 600 | M |
| 29 | 30 | "-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.-Interpretation 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, incl uding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position.-Complet e site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pi peline stringing, launching etc.-Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairin g damages to pipe coating including defects/ damages occurring during transportation and handling.-Pre-construction surveys and coll ection of all necessary data.-String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representat ive(s) for examining radiographs, repair of defects in the welds and re-testing etc.-Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings.-Repair of all coating damages in the pipe section to be laid by HDD method by ful l encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make.-Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE p ipe for OFC (wherever OFC has to be laid along with the carrier pipeline).-Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline).-Carrying out air cleaning, gauge pigging and pre-installation hydrost atic 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 hori zontal directional drilling opera" | Item 10.280 | ||
| 30 | 31 | 16" in Normal Soil | Item 10.290 | 2500 | M |
| 31 | 32 | 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:# C omplete work for the crossing (between the limits, as indicated in the approved drawings) including mobilisation & de-mobilisation a t site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arran ging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specif ications, drawings and as per all provisions of the contract document and instructions of the Owner;# Interpretation of data of hydr ological / geo-technical surveys furnished by the Owner (if any), carrying out fresh topographic survey of the crossing location & d eveloping new profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to d esign and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed construction method statement and design analysis;# Complete site preparation including arranging of additional required land beyond ROW provided by Owner, setti ng up of fabrication yard, preparation of temporary arrangement for pipe stringing, launching etc.;# Pre-construction surveys and co llection 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;# Carryin g out air cleaning of the complete pipeline string;# Installation of the OFC conduit below theRiver/ water bodies (canal/ drain/ nal la, marshy area etc.)/ Highway (NH/SH/Expressways) /Railways/ congested areas etc. by single horizontal directional drilling operat ion to the correct profile as per the approved drawings in different soil stata at site# Restoration, clean-up and disposal of drill ing fluid, waste and all other surplus materials etc.;# Transportation of surplus Owner-supplied OFC cable/materials to the to the O wner's designated storage location;# Preparation of As-built drawings and other records etc.;# All other works not specifically list ed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method s tatement, leading to successful completion of the works; | Item 10.300 | ||
| 32 | 33 | 89 mm OD (Normal) | Item 10.310 | 250 | M |
| 33 | 34 | HDD INSTALLATION (CARRIER PIPE ONLY) Design, detailed engineering, installation of pipeline at specified minimum depth by Horizontal Directional Drilling (HDD) method; Complete work for the crossing (between the limits, as per the approved drawing, procedure & design) including mobilisation & de-mobilisation of all equipment & accessories at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to the following works in accordance with the specifications, drawings, as per the provisions of the contract document and instructions of the Engineer-in-Charge - Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the river bed & developing new bed profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed construction method statement and design analysis. - Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. - Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc. - Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling. - Pre-construction surveys and collection of all necessary data. - String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc. - Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDX(TM) Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings. - Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDX(TM) Directional Drilling Kit of M/s Canusa or of any other approved make. - Carrying out air cleaning, gauge pigging and pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc. - Installation of the pipeline crossing below the river bed by single horizontal directional drilling operation to the correct profile as per the approved drawings. - Carrying out post-installation hydrostatic testing of HDD pipe string (along with transition pipe section). - Carrying out post-installation coating survey as per approved procedure. - Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. - Transportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. - Preparation of as-built drawings and other records etc. - All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. Note: Payment shall be released in stages as stipulated in the Special Conditions of Contract. | Item 10.320 | ||
| 34 | 35 | 16" in Normal Soil | Item 10.330 | 250 | M |
| 35 | 36 | CIVIL WORKS- NON ITC | Item 00020 | ||
| 36 | 37 | Earthwork in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including gettin g out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge : | Item 20.10 | ||
| 37 | 38 | All kinds of soil | Item 20.20 | 6 | SQM |
| 38 | 39 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. | Item 20.30 | ||
| 39 | 40 | All kinds of soil | Item 20.40 | 1713 | CUM |
| 40 | 41 | 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, lead up to 50 m and lift upto 1.5 m. | Item 20.50 | 195 | CUM |
| 41 | 42 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 20.60 | ||
| 42 | 43 | All kinds of soil | Item 20.70 | 39 | CUM |
| 43 | 44 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 20.80 | 42 | CUM |
| 44 | 45 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a hei ght of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Item 20.90 | 7500 | SQM |
| 45 | 46 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | Item 20.100 | ||
| 46 | 47 | Beyond 30 cm girth upto and including 60 cm girth | Item 20.110 | 15 | EA |
| 47 | 48 | Beyond 60 cm girth upto and including 120 cm girth | Item 20.120 | 6 | EA |
| 48 | 49 | Beyond 120 cm girth upto and including 240 cm girth | Item 20.130 | 3 | EA |
| 49 | 50 | Above 240 cm girth | Item 20.140 | 3 | EA |
| 50 | 51 | Supplying chemical emulsion in sealed containers including delivery as specified. | Item 20.150 | ||
| 51 | 52 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Item 20.160 | 1005 | L |
| 52 | 53 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | Item 20.170 | ||
| 53 | 54 | "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 : " | Item 20.180 | ||
| 54 | 55 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.190 | 1368 | M |
| 55 | 56 | 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 : | Item 20.200 | ||
| 56 | 57 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.210 | 936 | M |
| 57 | 58 | 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 site Engineer complete in all respects inclusive of cost of all labour, materials , tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item 20.220 | 396 | CUM |
| 58 | 59 | 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 direction of Site Engineer. | Item 20.230 | 8139 | CUM |
| 59 | 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 20.240 | ||
| 60 | 61 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 20.250 | 42 | CUM |
| 61 | 62 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 20.260 | 147 | CUM |
| 62 | 63 | Centering and shuttering including strutting, propping etc. and removal of form work for : | Item 20.270 | ||
| 63 | 64 | Foundations, footings, bases for columns | Item 20.280 | 162 | SQM |
| 64 | 65 | Columns, piers, abutments, pillars, posts and struts | Item 20.290 | 543 | SQM |
| 65 | 66 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal siz e) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Item 20.300 | 126 | SQM |
| 66 | 67 | Providing and laying 40 mm thick CC 1:2:4 Damp Proof Course with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ch ips 6 mm down size) laid to proper level & line including providing shuttering, applying two coats of bitumen applied @ 1.50 Kg/sqm and spreading an even layer of coarse sand over hot bitumen, etc. complete in all respects inclusive of cost of all labour, material s, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.310 | 198 | SQM |
| 67 | 68 | Providing plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal si ze) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed, consolidated and grouted with fine sand including finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, speci fications and direction of the Site Engineer. | Item 20.320 | 126 | SQM |
| 68 | 69 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : | Item 20.330 | ||
| 69 | 70 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 20.340 | 543 | CUM |
| 70 | 71 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement : | Item 20.350 | ||
| 71 | 72 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 20.360 | 282 | CUM |
| 72 | 73 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 20.370 | ||
| 73 | 74 | Foundations, footings, bases of columns, etc. for mass concrete | Item 20.380 | 669 | SQM |
| 74 | 75 | Suspended floors, roofs, landings, balconies and access platform | Item 20.390 | 558 | SQM |
| 75 | 76 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item 20.400 | 1923 | SQM |
| 76 | 77 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 20.410 | 1539 | SQM |
| 77 | 78 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level. | Item 20.420 | ||
| 78 | 79 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 20.430 | 90522 | KG |
| 79 | 80 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level. | Item 20.440 | ||
| 80 | 81 | Thermo-Mechanically Treated bars of grade Fe-500 D or more | Item 20.450 | 16479 | KG |
| 81 | 82 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 20.460 | ||
| 82 | 83 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item 20.470 | 51 | CUM |
| 83 | 84 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 20.480 | 6 | CUM |
| 84 | 85 | 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 : | Item 20.490 | ||
| 85 | 86 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item 20.500 | 738 | CUM |
| 86 | 87 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | Item 20.510 | ||
| 87 | 88 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item 20.520 | 9 | SQM |
| 88 | 89 | Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per direction of Engineer- in-Charge. (The payment of RCC band and reinforcement shall be made for seperately) . | Item 20.530 | 54 | CUM |
| 89 | 90 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | Item 20.540 | ||
| 90 | 91 | Fixed to openings/ wooden frames with rawl plugs screws etc. | Item 20.550 | 168 | KG |
| 91 | 92 | 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. | Item 20.560 | ||
| 92 | 93 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover | Item 20.570 | 39 | SQM |
| 93 | 94 | Providing and fixing ball bearing for rolling shutters. | Item 20.580 | 12 | EA |
| 94 | 95 | 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). | Item 20.590 | 12 | TO |
| 95 | 96 | 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. | Item 20.600 | 600 | M |
| 96 | 97 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting m ortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer- in-Charge. | Item 20.610 | ||
| 97 | 98 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 20.620 | ||
| 98 | 99 | Acid and alkali resistant tile | Item 20.630 | 45 | SQM |
| 99 | 100 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 20.640 | ||
| 100 | 101 | Acid and alkali resistant tile | Item 20.650 | 69 | SQM |
| 101 | 102 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match t he shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | Item 20.660 | ||
| 102 | 103 | 25 mm thick | Item 20.670 | 159 | SQM |
| 103 | 104 | 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. | Item 20.680 | 24 | SQM |
| 104 | 105 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. | Item 20.690 | 96 | SQM |
| 105 | 106 | Providing and fixing first quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirt ing, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slu rry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. | Item 20.700 | 30 | SQM |
| 106 | 107 | 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. | Item 20.710 | ||
| 107 | 108 | Size of Tile 500x500 mm | Item 20.720 | 39 | SQM |
| 108 | 109 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete. | Item 20.730 | ||
| 109 | 110 | Size of Tile 500x500 mm | Item 20.740 | 6 | SQM |
| 110 | 111 | 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 direction of the Site Engineer. | Item 20.750 | 408 | SQM |
| 111 | 112 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner, under layer of 37 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 15 mm thick metallic concrete hardner consis ting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO . 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardenin g compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications a nd directions of the Engineer-in-Charge. | Item 20.760 | 84 | SQM |
| 112 | 113 | Extra over Item No. 10.60 above for use of IRONITE NO. 3 (Metallic Dry Shade) in lieu of top layer of IRONITE NO.1 | Item 20.770 | 84 | SQM |
| 113 | 114 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including fini shing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : | Item 20.780 | ||
| 114 | 115 | In 75x75 mm deep chase | Item 20.790 | 408 | M |
| 115 | 116 | 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. | Item 20.800 | 12 | EA |
| 116 | 117 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing w ith seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : | Item 20.810 | ||
| 117 | 118 | 110 mm diameter | Item 20.820 | 60 | M |
| 118 | 119 | 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 : | Item 20.830 | ||
| 119 | 120 | Coupler : | Item 20.840 | ||
| 120 | 121 | 110 mm | Item 20.850 | 12 | EA |
| 121 | 122 | Single Push-fit Coupler : | Item 20.860 | ||
| 122 | 123 | 110 mm | Item 20.870 | 12 | EA |
| 123 | 124 | Bend 87.5 Degrees : | Item 20.880 | ||
| 124 | 125 | 110 mm Bend | Item 20.890 | 12 | EA |
| 125 | 126 | Shoe (Plain) : | Item 20.900 | ||
| 126 | 127 | 110 mm Shoe | Item 20.910 | 12 | EA |
| 127 | 128 | 15 mm cement plaster on the rough side of single or half brick wall of mix : | Item 20.920 | ||
| 128 | 129 | 1:6 (1 cement : 6 fine sand) | Item 20.930 | 1236 | SQM |
| 129 | 130 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 20.940 | ||
| 130 | 131 | 1:6 (1 cement : 6 coarse sand) | Item 20.950 | 4764 | SQM |
| 131 | 132 | 6 mm cement plaster of mix : | Item 20.960 | ||
| 132 | 133 | 1:3 (1 cement : 3 fine sand) | Item 20.970 | 2730 | SQM |
| 133 | 134 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as pe r manufacturer's specification : | Item 20.980 | ||
| 134 | 135 | Two or more coats on new work | Item 20.990 | 1920 | SQM |
| 135 | 136 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item 20.1000 | ||
| 136 | 137 | Water thinnable cement primer | Item 20.1010 | 1920 | SQM |
| 137 | 138 | Finishing walls with textured exterior paint of required shade : | Item 20.1020 | ||
| 138 | 139 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Item 20.1030 | 6084 | SQM |
| 139 | 140 | Applying priming coat : | Item 20.1040 | ||
| 140 | 141 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. | Item 20.1050 | 189 | SQM |
| 141 | 142 | Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand a nd manufacture, including applying additional coats wherever required to achieve even shade and colour. | Item 20.1060 | ||
| 142 | 143 | Two coats | Item 20.1070 | 189 | SQM |
| 143 | 144 | 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. | Item 20.1080 | 588 | SQM |
| 144 | 145 | 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. | Item 20.1090 | 123 | SQM |
| 145 | 146 | 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. | Item 20.1100 | 318 | SQM |
| 146 | 147 | Supplying and stacking at site : | Item 20.1110 | ||
| 147 | 148 | 90 mm to 45 mm size stone aggregate | Item 20.1120 | 66 | CUM |
| 148 | 149 | 53 mm to 22.4 mm size stone aggregate | Item 20.1130 | 45 | CUM |
| 149 | 150 | 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. | Item 20.1140 | 111 | CUM |
| 150 | 151 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. (Note: This item to be operated only with the prior approval of the Engineer-i n-Charge.) | Item 20.1150 | 300 | SQM |
| 151 | 152 | 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.: | Item 20.1160 | ||
| 152 | 153 | New work (Two or more coats) | Item 20.1170 | 36 | SQM |
| 153 | 154 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transpo rted to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desire d compaction and density, complete as per specificatons and directions of the Engineer-in-Charge. | Item 20.1180 | ||
| 154 | 155 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch T ype Hot Mix Plant of 100-120 TPH capacity. | Item 20.1190 | 15 | CUM |
| 155 | 156 | 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 direction of the Engineer-in-Charge and accorda nce with applicable specifications. | Item 20.1200 | 18 | SQM |
| 156 | 157 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine wi th strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of the Engineer-in-Charge. | Item 20.1210 | 36 | SQM |
| 157 | 158 | Supplying & fixing in position pre-cast cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate) kerb stone of size 450 mm high, 150 mm average thick & 600 mm long, each stone joined with 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) over a base of cement mortar, including excavation, bed concrete 300 wide & 100 thick in cement concrete 1:3:6 concrete, painting of expos d surfaces etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and d irection of Site Engineer. | Item 20.1220 | 120 | M |
| 158 | 159 | 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 direction of the Engineer-in-Charge. | Item 20.1230 | 30 | M |
| 159 | 160 | Providing and fixing decoratiave special coloured vitreous china clay wall mounted European type Water Closet (Ref. Make: HINDWARE, Model: Cat No.-20028 or equivalent approved) with dual flushing cistern (Ref. Make: HINDWARE, Model: Cat No.-21038 or equivalent app roved) of approved shade including matching shade of plastic seat and lid cover, fittings, connectors, necessary hanging arrangement , rubber buffers etc., including cutting and making good the wall and floors wherever required, making connections to soil/ vent pip e, etc. complete in all respects inclusive of cost of all required fittings, fixtures, materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 20.1240 | 3 | EA |
| 160 | 161 | Providing and fixing glazed vitreous China Oval wash basin of 560x410 mm size (Ref. Make: HINDWARE, Model: Cat No.-10017 or equivale nt approved) with M.S. or C.I. brackets painted white, C.P. brass chain with rubber plug, 32mm C.P. brass waste coupling of standard pattern, 32mm C.P. brass bottle trap and union, 32mm diameter C.P. pipes to wall flange etc. including cutting and making good the walls & floors wherever required, etc. complete in all respects inclusive of cost of all required fittings, fixtures, materials, lab our, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 20.1250 | ||
| 161 | 162 | White Colour | Item 20.1260 | 3 | EA |
| 162 | 163 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. : | Item 20.1270 | ||
| 163 | 164 | 15 mm dia nominal bore | Item 20.1280 | 30 | M |
| 164 | 165 | 25 mm dia nominal bore | Item 20.1290 | 60 | M |
| 165 | 166 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. | Item 20.1300 | ||
| 166 | 167 | Circular Tank | Item 20.1310 | 3000 | L |
| 167 | 168 | 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. : | Item 20.1320 | ||
| 168 | 169 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) | Item 20.1330 | 3 | EA |
| 169 | 170 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0037 or approved equivelent) | Item 20.1340 | 3 | EA |
| 170 | 171 | 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. | Item 20.1350 | ||
| 171 | 172 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) | Item 20.1360 | 6 | EA |
| 172 | 173 | Providing & fixing 6mm thick, copper back finish, looking mirror of required size, made of float sheet glass of best quality & appro ved make, over 12mm thick marine board fixed to rawl plug with round head screws & washers including teakwood beading with melamine polish all around, complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications an d directions of the Engineer-in-Charge. | Item 20.1370 | 6 | SQM |
| 173 | 174 | 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 : | Item 20.1380 | ||
| 174 | 175 | 100 mm diameter | Item 20.1390 | 15 | M |
| 175 | 176 | 150 mm diameter | Item 20.1400 | 15 | M |
| 176 | 177 | 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) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg a s per standard design : | Item 20.1410 | ||
| 177 | 178 | 100x100 mm size P-type : | Item 20.1420 | ||
| 178 | 179 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 20.1430 | 3 | EA |
| 179 | 180 | 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 : | Item 20.1440 | ||
| 180 | 181 | 100 mm dia. R.C.C. pipe | Item 20.1450 | 30 | M |
| 181 | 182 | 150 mm dia. R.C.C. pipe | Item 20.1460 | 30 | M |
| 182 | 183 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40 mm nom inal 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 : | Item 20.1470 | ||
| 183 | 184 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : | Item 20.1480 | ||
| 184 | 185 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 20.1490 | 3 | EA |
| 185 | 186 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as p er standard design. | Item 20.1500 | 3 | EA |
| 186 | 187 | 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. | Item 20.1510 | ||
| 187 | 188 | For 10 Users | Item 20.1520 | 3 | EA |
| 188 | 189 | 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. | Item 20.1530 | 3 | EA |
| 189 | 190 | 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. | Item 20.1540 | 6 | EA |
| 190 | 191 | 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. | Item 20.1550 | 3 | EA |
| 191 | 192 | 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 of the Engineer-in-Charge. | Item 20.1560 | 168 | M |
| 192 | 193 | 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 and directions of the Engineer-in-Charge. | Item 20.1570 | ||
| 193 | 194 | 600mm x 600mm x depth up to 750mm inner dimensions | Item 20.1580 | 3 | EA |
| 194 | 195 | 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. (Glazing, paneling and dash fasteners to be paid for separately) : | Item 20.1590 | ||
| 195 | 196 | For fixed portion : | Item 20.1600 | ||
| 196 | 197 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.1610 | 264 | KG |
| 197 | 198 | 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. (Fittings shall be paid for separately) : | Item 20.1620 | ||
| 198 | 199 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.1630 | 300 | KG |
| 199 | 200 | 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 the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be pai d in basic item) : | Item 20.1640 | ||
| 200 | 201 | With float glass panes of 5.50 mm thickness | Item 20.1650 | 39 | SQM |
| 201 | 202 | 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 the direction of Engineer-In-Charge. : | Item 20.1660 | ||
| 202 | 203 | With stainless steel cover plate minimum 1.25 mm thickness | Item 20.1670 | 12 | EA |
| 203 | 204 | 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 irection of the Engineer-In-Charge. | Item 20.1680 | ||
| 204 | 205 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar | Item 20.1690 | 12 | EA |
| 205 | 206 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making g ood etc. complete. | Item 20.1700 | 12 | EA |
| 206 | 207 | Supplying and fixing of double glass panelling work (5.5 mm thick glass of best Indian make) made of powder coated (70 microns) Ivor y/ White/ Coloured (approved shade) box type Standard Aluminium frame (JINDAL/ HINDALCO/ AJIT INDIA) having horizontal and vertical members of 63.50mm x 38.10mm x 3.18mm thick rectangular section all as per drawing, providing 5.5 mm thick glazing fixed with alumin ium snap beading, fillet, glazing clips, anodised transparent or dyed to required shade according to IS:1868, rubber sheet, complete in all respect including cost of all labour, materials, fixing accessories, carriage etc. as per drawings, specifications and direc tion of the Engineer-in-Charge. | Item 20.1710 | 24 | SQM |
| 207 | 208 | 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 instructions of the Engine er-in-Charge. | Item 20.1720 | 39 | SQM |
| 208 | 209 | 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 : | Item 20.1730 | ||
| 209 | 210 | 3 mm thick | Item 20.1740 | 543 | SQM |
| 210 | 211 | 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 direction of the Sit e Engineer. | Item 20.1750 | 522 | KG |
| 211 | 212 | Electrical works Mainline- ITC | Item 00030 | ||
| 212 | 213 | I SERVICES | Item 30.A | ||
| 213 | 214 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.A.10 | 1140 | M3 |
| 214 | 215 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.A.20 | 5 | M3 |
| 215 | 216 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge" | Item 30.A.30 | ||
| 216 | 217 | Power cables LT : OD upto 20 mm | Item 30.A.40 | 2900 | M |
| 217 | 218 | Power cables LT : OD above 20 mm and upto 40 mm | Item 30.A.50 | 1600 | M |
| 218 | 219 | Control cables (T&I) : OD upto 20 mm | Item 30.A.60 | 4200 | M |
| 219 | 220 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments. | Item 30.A.70 | ||
| 220 | 221 | a) 2/3/4/5/6C upto 95 sqmm | Item 30.A.80 | 20 | M |
| 221 | 222 | b) 2/3/4/C from 95 upto 400 sqmm | Item 30.A.90 | 20 | M |
| 222 | 223 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. | Item 30.A.100 | ||
| 223 | 224 | Capacity above 1 KW and upto 2.5 KW | Item 30.A.110 | 4 | EA |
| 224 | 225 | Capacity above 2.5 KW but upto 7.5 KW | Item 30.A.120 | 1 | EA |
| 225 | 226 | "LT Panel: Erection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- centres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc. " | Item 30.A.130 | ||
| 226 | 227 | Weight of unit upto and including 100 Kg | Item 30.A.140 | 100 | KG |
| 227 | 228 | "Weight of unit above 100 kg but upto and including 500 kg " | Item 30.A.150 | 100 | KG |
| 228 | 229 | "Weight of unit above 500 kg but upto and including 1000 kg " | Item 30.A.160 | 1500 | KG |
| 229 | 230 | Installation and commissioning of corrosion monitoring probes including 2" Flareweld on station piping at desired location and 12/6 O'Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by vendor as per item covered elsewhere is SOR. The job complete in all respect with material, tools & tackles, consumables etc. ER probes shall be installed & commissioned at site under supervision of ER probe supplier | Item 30.A.170 | 1 | EA |
| 230 | 231 | Erection, Installation,Testing & Commissioning of the 20 m 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 cores of 1.5 sq. mm, lugs, MCB and all labour. Scope of work shall include erection & installation of high mast tower, cable connections, erection & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item. | Item 30.A.180 | 3 | EA |
| 231 | 232 | II COMPOSITE | Item 30.B | ||
| 232 | 233 | Supply, installation & fixing of prefabricated perforated/ladder type GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.10 | 840 | KG |
| 233 | 234 | Supply, installation & fixing of prefabricated perforated Aluminium cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.20 | 50 | KG |
| 234 | 235 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.30 | 716 | M3 |
| 235 | 236 | 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 tackles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.40 | 1060 | M2 |
| 236 | 237 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.50 | 44 | EA |
| 237 | 238 | LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 30.B.60 | ||
| 238 | 239 | Power cables LT : OD upto 20 mm | Item 30.B.70 | 2 | EA |
| 239 | 240 | Power cables LT : OD above 20 mm and upto 40 mm | Item 30.B.80 | 2 | EA |
| 240 | 241 | "EARTH ELECTRODES Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings ,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects." | Item 30.B.90 | 1 | EA |
| 241 | 242 | Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI watering pipes, copper earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole.\nNote: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR | Item 30.B.100 | 8 | SET |
| 242 | 243 | "ACE Chemrod Earthing:Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing of 3.0 Meter depth & 150 mm diameter or higher by drilling/or any other method, placing ACE Chemrod Earthing Electrode, consisting Mild steel Galvanized pipe of size 2500 mm x 50 mm outer dia or higher size x 2 mm thick or above, Galvanized MS rod of size 2575 mmx 16 mm or higher size be welded with bottom. The epoxy insulator of not less than 100 mm length is to be filled in residual gap between pipe and rod. Highly conductive substances not less than 50 Kg are to be used for treatment of soil. Model NECO T-19 of Tosha make or equivalents of YK Trader / UniqueAssociates / Shriram make. Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. " | Item 30.B.110 | 24 | EA |
| 243 | 244 | "EARTHING PLATE : Supply & Installation of G.I. earthing plate as per drawing no. 9200-99900-404-009-00 outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer." | Item 30.B.120 | 3 | EA |
| 244 | 245 | "EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. " | Item 30.B.130 | ||
| 245 | 246 | 50 mm X 6 mm G.I. earthing strip | Item 30.B.140 | 450 | M |
| 246 | 247 | 40 mm X 5 mm G.I. earthing strip | Item 30.B.150 | 200 | M |
| 247 | 248 | 25mm x 3 mm copper flat | Item 30.B.160 | 8 | M |
| 248 | 249 | GI wire (8 SWG) | Item 30.B.170 | 520 | M |
| 249 | 250 | GI wire / rope 35 sq. mm | Item 30.B.180 | 50 | M |
| 250 | 251 | GI wire / rope 10 mm diameter | Item 30.B.190 | 50 | M |
| 251 | 252 | Copper cable with insulation as per specifications - 95/100 Sq.mm | Item 30.B.200 | 800 | M |
| 252 | 253 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge. | Item 30.B.210 | ||
| 253 | 254 | 25mm | Item 30.B.220 | 200 | M |
| 254 | 255 | 50 mm | Item 30.B.230 | 190 | M |
| 255 | 256 | 100 mm | Item 30.B.240 | 70 | M |
| 256 | 257 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as required job complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. | Item 30.B.250 | 900 | KG |
| 257 | 258 | "FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. " | Item 30.B.260 | ||
| 258 | 259 | FLP/WP EXHAUST FANS : Flame proof, weather proof, single phase, 12" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects | Item 30.B.270 | 3 | EA |
| 259 | 260 | FLP/WP ROTARY SWITCH : Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects | Item 30.B.280 | 3 | EA |
| 260 | 261 | "SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language)." | Item 30.B.290 | 3 | EA |
| 261 | 262 | "CAUTION BOARD : Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language." | Item 30.B.300 | 3 | EA |
| 262 | 263 | "STAINLESS STEEL INSCRIPTION PLATE : Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." | Item 30.B.310 | 3 | EA |
| 263 | 264 | "PLASTIC INSCRIPTION PLATE : Supply and installation of approved quality plastic name inscription plates including engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." | Item 30.B.320 | 3 | EA |
| 264 | 265 | "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 switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor." | Item 30.B.330 | ||
| 265 | 266 | 1 light point controlled by 1 switch. | Item 30.B.340 | 20 | EA |
| 266 | 267 | 2 light points controlled by 1 switch | Item 30.B.350 | 30 | EA |
| 267 | 268 | 3 light points controlled by 1 switch | Item 30.B.360 | 2 | EA |
| 268 | 269 | 4 light points controlled by 1 switch | Item 30.B.370 | 2 | EA |
| 269 | 270 | 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. | Item 30.B.380 | 18 | EA |
| 270 | 271 | "Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. " | Item 30.B.390 | 21 | EA |
| 271 | 272 | Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings | Item 30.B.400 | 12 | EA |
| 272 | 273 | "Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st plug point for multiple exhaust fans in one circuit. " | Item 30.B.410 | 12 | EA |
| 273 | 274 | "Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box " | Item 30.B.420 | 1 | EA |
| 274 | 275 | "Lighting Distribution Board / AC Distribution Board Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make as per appendix -1, 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 " | Item 30.B.430 | ||
| 275 | 276 | "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 " | Item 30.B.440 | 1 | EA |
| 276 | 277 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification | Item 30.B.450 | 3 | EA |
| 277 | 278 | Type V Distribution Board : 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 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification | Item 30.B.460 | 1 | EA |
| 278 | 279 | Critical Light DB : Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB | Item 30.B.470 | 3 | EA |
| 279 | 280 | Flush mounting Plug & Socket DB complete with 20 A SP MCB, with neutral link for incoming supply from portable DG set at independent MOV locations. | Item 30.B.480 | 3 | EA |
| 280 | 281 | "Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other 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 model from the approved make list given in the specifications." | Item 30.B.490 | ||
| 281 | 282 | LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 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, connector blocks etc including installation with LED of approved make. | Item 30.B.500 | 48 | EA |
| 282 | 283 | DN170C LED10S-6500 PSU WH:Supply and fixing of surface mounted weather proof light DN170C LED 15 W having 1000 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 30.B.510 | 6 | EA |
| 283 | 284 | WT550C LED35SCWPSU S1 PC:Supply and fixing of surface mounted weather proof light WT550C LED35SCWPSU S1 PC LED 42 W having 3500 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 30.B.520 | 12 | EA |
| 284 | 285 | "FLAME PROOF, 2X18 W LED TUBE LIGHT, SUITABLE FOR GAS GROUP IIA/IIB model LT 31240 of FCG/ EXFLO-240 of Baliga or equivalent alongwithdriver supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects " | Item 30.B.530 | 8 | EA |
| 285 | 286 | BVP 410 LED 172 CW HE NB FG S3 XT: Supply and fixing of BVP410 LED 172 CWHE NB FG S3 XT LED 172 W having 17200 lumens output fitting of phillips or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 30.B.540 | 12 | EA |
| 286 | 287 | "Supply & fixing of Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the following sweep size:- 56"" Sweep" | Item 30.B.550 | 18 | EA |
| 287 | 288 | "Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete." | Item 30.B.560 | ||
| 288 | 289 | 18" Sweep | Item 30.B.570 | 18 | EA |
| 289 | 290 | 12" Sweep | Item 30.B.580 | 3 | EA |
| 290 | 291 | "PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc." | Item 30.B.590 | ||
| 291 | 292 | 19 mm | Item 30.B.600 | 750 | M |
| 292 | 293 | 25 mm | Item 30.B.610 | 400 | M |
| 293 | 294 | 32 mm | Item 30.B.620 | 400 | M |
| 294 | 295 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer. | Item 30.B.630 | ||
| 295 | 296 | 300 mm dia | Item 30.B.640 | 50 | M |
| 296 | 297 | 200 mm dia | Item 30.B.650 | 50 | M |
| 297 | 298 | "Supply, installation and testing of Lightning arrestor on top of the MOV buiding or CP buiding for diverting lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid . " | Item 30.B.660 | 3 | EA |
| 298 | 299 | Supply , fixing and erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply of Peelable type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer | Item 30.B.670 | ||
| 299 | 300 | GALVANISED MILD STEEL frame- with Packing Space of min. 120 x240 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 30.B.680 | 6 | EA |
| 300 | 301 | GALVANISED MILD STEEL frame -with Packing Space of minimum 120x180 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 30.B.690 | 6 | EA |
| 301 | 302 | Installation, testing, commissioning charges of SPV based LED street light including supply of 5 m high GI pole (with suitable panel mounting arrangement) and associated civil foundation works complete in all respects | Item 30.B.700 | 20 | EA |
| 302 | 303 | III SUPPLY | Item 30.C | ||
| 303 | 304 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge | Item 30.C.10 | ||
| 304 | 305 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. | Item 30.C.20 | 3 | SET |
| 305 | 306 | Supply and installation of 11/6.6 KV Discharge Rod | Item 30.C.30 | 3 | SET |
| 306 | 307 | "INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomer mats as per specifications." | Item 30.C.40 | ||
| 307 | 308 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 30.C.50 | 44 | EA |
| 308 | 309 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 30.C.60 | 6 | EA |
| 309 | 310 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 30.C.70 | 6 | EA |
| 310 | 311 | Supply of fire buckets mounted on stand | Item 30.C.80 | 3 | EA |
| 311 | 312 | Supply of SPV based LED street light (panel, battery, LED) - Su-Kam Sunway LI5 (40W) GSM or equivalent (refer technical specifications) at site approved by EIC and complete in all respects | Item 30.C.90 | 20 | EA |
| 312 | 313 | ER probe: Electrical resistance based corrosion monitoring system consisting of following items:- | Item 30.C.100 | ||
| 313 | 314 | Access fittings flareweld | Item 30.C.110 | 1 | EA |
| 314 | 315 | Hollow Plug assembly | Item 30.C.120 | 1 | EA |
| 315 | 316 | Heavy Duty Protective Cover | Item 30.C.130 | 1 | EA |
| 316 | 317 | Primary Packing for Hollow Plug Assy | Item 30.C.140 | 1 | EA |
| 317 | 318 | Probe extension adapter | Item 30.C.150 | 1 | EA |
| 318 | 319 | Retrievable flush ER probe | Item 30.C.160 | 1 | EA |
| 319 | 320 | Receiver with Safety Barrier, 3 digit LED display, suitable for interfacing with SCADA as per specification | Item 30.C.170 | 1 | EA |
| 320 | 321 | Transmitter (intrinsically safe) as per specification including 5m suitable cable for connection with ER probe. | Item 30.C.180 | 1 | EA |
| 321 | 322 | Retriever kit 3600 PSI | Item 30.C.190 | 1 | EA |
| 322 | 323 | Service Valve Kit 3600 PSI | Item 30.C.200 | 1 | EA |
| 323 | 324 | Supply of high mast tower as per technical specification enclosed IOCL-PL-ELEC-HMT-1.0. The job includes supply of (1) 20 M high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, min. steel plates sheet thickness shall be 5 mm (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction lights - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compartment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be provided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast | Item 30.C.210 | ||
| 324 | 325 | High Mast Shaft with cables, FLP/WP motor, cables and accessories - For 20 M Height | Item 30.C.220 | 3 | LS |
| 325 | 326 | Foundation bolts with anchor plate & common template for high mast tower (30M Height) | Item 30.C.230 | 3 | LS |
| 326 | 327 | LED flood light type -350 W (12 nos.) & Aviation obstruction LED light - 02 nos. | Item 30.C.240 | 3 | LS |
| 327 | 328 | Outdoor stand mounted FLP/WP feeder pillar | Item 30.C.250 | 3 | LS |
| 328 | 329 | PCP works - ITC | Item 00040 | ||
| 329 | 330 | I SUPPLY | Item 40.A | ||
| 330 | 331 | "PERMANENT CATHODIC PROTECTION SYSTEM Supply of materials/equipments as given below complete in all respects, as per the specification as detailed in the tender document including transportation to site and storing :" | Item 40.A.10 | ||
| 331 | 332 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations | Item 40.A.20 | ||
| 332 | 333 | Solid State Decoupling Device | Item 40.A.30 | 36 | EA |
| 333 | 334 | Supply of Zn Grounding cells ( with prepackaged backfill material) including required length of cable (minimum 10 m) of approved make & as per specification in accordance with dwg no. 9200-99900-404-611-00 | Item 40.A.40 | ||
| 334 | 335 | Grounding Cells | Item 40.A.50 | 6 | EA |
| 335 | 336 | Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating couplings | Item 40.A.60 | ||
| 336 | 337 | Surge Arrestor/ Surge Diverter | Item 40.A.70 | 6 | EA |
| 337 | 338 | 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 | Item 40.A.80 | ||
| 338 | 339 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V,25 A DC with SCADA linkage facility as per specifications | Item 40.A.90 | 1 | EA |
| 339 | 340 | 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cum CPPSM) unit of rating 25 V, 25 A DC with with DC-DC converter & SCADA linkage facility as per specifications | Item 40.A.100 | 3 | EA |
| 340 | 341 | 230 V AC operated manual type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50 V, 75 A DC as per specifications | Item 40.A.110 | 2 | EA |
| 341 | 342 | "Silent Diesel Generating Set : Supply of Silent Type DG set alongwith PLC based AMF panel, Lead-Acid Batteries for Starting of DG Set, Acoustic Enclosure, etc., of approved make as given in the specification complete in all respects" | Item 40.A.120 | ||
| 342 | 343 | 25 KVA, 3-Phase, 415 V | Item 40.A.130 | 3 | EA |
| 343 | 344 | Trolley mounted 7.5 KVA, 1-Phase, 240V, portable | Item 40.A.140 | 1 | EA |
| 344 | 345 | ACDB Panel:Supply of ACDB Panel as per technical specifications | Item 40.A.150 | 3 | EA |
| 345 | 346 | 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. | Item 40.A.160 | ||
| 346 | 347 | Junction Box having IP-55 degree of protection | Item 40.A.170 | 8 | EA |
| 347 | 348 | Flame proof & Weather proof junction Box of approved make conforming to drg 9200-99900-404-606-00. | Item 40.A.180 | 4 | EA |
| 348 | 349 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as given in technical specifications | Item 40.A.190 | ||
| 349 | 350 | DC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB | Item 40.A.200 | 1 | EA |
| 350 | 351 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make | Item 40.A.210 | ||
| 351 | 352 | Copper Cable size 1cx50 sq. mm Armoured | Item 40.A.220 | 100 | M |
| 352 | 353 | Copper Cable size 1cx35 sq. mm Armoured | Item 40.A.230 | 1200 | M |
| 353 | 354 | Copper Cable size 1cx25 sq.mm Armoured | Item 40.A.240 | 300 | M |
| 354 | 355 | Copper Cable size 2cx6 sq.mm Armoured | Item 40.A.250 | 1800 | M |
| 355 | 356 | Copper Cable size 2cx25 sq.mm Armoured | Item 40.A.260 | 100 | M |
| 356 | 357 | Copper Cable size 2cx70 sq.mm Armoured | Item 40.A.270 | 300 | M |
| 357 | 358 | Copper Cable size 2P X 1.5 Sqmm. Armoured | Item 40.A.280 | 600 | M |
| 358 | 359 | Tinned Copper Cable size 1cx10 sq.mm Unarmoured for distributed anodes of station CP system | Item 40.A.290 | 800 | M |
| 359 | 360 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make | Item 40.A.300 | 18 | EA |
| 360 | 361 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make | Item 40.A.310 | 1 | EA |
| 361 | 362 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects | Item 40.A.320 | 1 | EA |
| 362 | 363 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required accessories complete as per specifications and approved make | Item 40.A.330 | 1 | EA |
| 363 | 364 | II SERVICES | Item 40.B | ||
| 364 | 365 | Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. | Item 40.B.10 | ||
| 365 | 366 | Solid State Decoupling Device | Item 40.B.20 | 36 | EA |
| 366 | 367 | Installation of grounding cells including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of grounding cell etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.30 | ||
| 367 | 368 | Gounding Cell | Item 40.B.40 | 6 | EA |
| 368 | 369 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.50 | ||
| 369 | 370 | Surge Arrestor/ Surge Diverter | Item 40.B.60 | 6 | EA |
| 370 | 371 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cable, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.70 | ||
| 371 | 372 | Permanent half cell | Item 40.B.80 | 18 | EA |
| 372 | 373 | Conducting " Coating-Resistance Survey" for calculation of effective coating resistance of the pipeline in ohms-sq.m. along the entire pipeline and plotting on SEMILOG or X-Y GRAPH & submitting the report in graphical form as well as soft copy as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.90 | ||
| 373 | 374 | Coating Resistance Survey | Item 40.B.100 | 126 | KM |
| 374 | 375 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.110 | ||
| 375 | 376 | Close Interval ON/OFF Potential logging survey | Item 40.B.120 | 126 | KM |
| 376 | 377 | "Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects as per directions of Site Engineer / Engineer-in-Charge. Note : The item includes establishing the coating defect at specified locations by excavation in coordination with mainline contractor, who will arrange to repair the defects." | Item 40.B.130 | ||
| 377 | 378 | Direct Current Voltage Gradient Survey | Item 40.B.140 | 126 | KM |
| 378 | 379 | Conducting "Soil Resistivity Survey" at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. | Item 40.B.150 | ||
| 379 | 380 | Soil Resitivity Survey | Item 40.B.160 | 6 | EA |
| 380 | 381 | "Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (66 KV and above) crossing or running parallel within a distance of 20 M from the pipeline alignment as per approved procedure. The work shall be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. The data to be submitted for each such TLP alongwith coloured graph and recommendations." | Item 40.B.170 | ||
| 381 | 382 | AC interference survey | Item 40.B.180 | 126 | KM |
| 382 | 383 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pipelines as per approved procedure to determine level of interference at different places along the pipeline and at point of crossing in common ROW including identifying points and providing the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along with graphs in six sets.The item should be complete in all respect including survey, work for mitigating the interference and post mitigating survey as per specifications/directions of site engineer / Engineer-in-Charge. | Item 40.B.190 | ||
| 383 | 384 | Mutual Interference Survey | Item 40.B.200 | 126 | KM |
| 384 | 385 | "Cathodic Protection Units Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit, providing the earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. " | Item 40.B.210 | ||
| 385 | 386 | 230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility | Item 40.B.220 | 1 | EA |
| 386 | 387 | 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cum CPPSM) unit of rating 25 V, 25 A DC with with DC-DC converter & SCADA linkage facility as per specifications | Item 40.B.230 | 3 | EA |
| 387 | 388 | 230 V AC Operated manual type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50V, 75A DC | Item 40.B.240 | 2 | EA |
| 388 | 389 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panel as per the specifications including terminations, connections, supply of end lugs, cable glands, making spare entries blind, providing tags & ferrules, pasting panel wiring diagram with acrylic sheet inside the panel, all other materials, labour tools and tackles as per the directions of the Site Engineer / Engineer-in-charge. | Item 40.B.250 | ||
| 389 | 390 | ACDB Panel | Item 40.B.260 | 3 | EA |
| 390 | 391 | "Erection, Installation, Connecting, testing and commissioning of 25/20/15 KVA three/single phase 415V/240V Silent Emergency DG with PLC based AMF panel, Lead Acid batteries and acoustic enclosure, including execution of terminal connections of power and control cables for DG set & AMF Panel & other accessories of DG Set earthing of alternator neutral, frame and armour of the cable etc., as per drawings, specifications, recommendations of the D.G. Set manufacturer and directions of the Site Engineer. The job complete in all respects including supply and installation of all the required power and control cable upto AMF Panel, cable end lugs, cable glands,GI/Copper earthing wire/strip, acoustic enclosure etc.including all labour, tools, consumable etc. It may be noted that all works related to foundation is included in the contractor's scope of work. ( The POL for the DG set commissioning & trial run shall be arranged by the owner, free of cost) Note : Main LT power cable from DG set to ACDB panel shall be provided by the Owner." | Item 40.B.270 | ||
| 391 | 392 | 25/20/15 KVA DG Set | Item 40.B.280 | 3 | EA |
| 392 | 393 | Installation and commissioning of wall m | Item 40.B.290 | ||
| 393 | 394 | DC distribution board | Item 40.B.300 | 1 | EA |
| 394 | 395 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engineer-In-Charge and approved drawings. | Item 40.B.310 | ||
| 395 | 396 | 1cx50 sq. mm | Item 40.B.320 | 100 | M |
| 396 | 397 | 1cx35 sq. mm | Item 40.B.330 | 1200 | M |
| 397 | 398 | 1cx25 sq. mm | Item 40.B.340 | 300 | M |
| 398 | 399 | 2cx6 sq. mm | Item 40.B.350 | 1800 | M |
| 399 | 400 | 2P X 1.5 Sqmm. | Item 40.B.360 | 600 | M |
| 400 | 401 | 1cx10 sq. mm | Item 40.B.370 | 800 | M |
| 401 | 402 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settings of the CPTR/CPPSM units etc as per specifications for achieving full/maximum protection of all the stretches as per the criteria of protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and "pipe to soil potential" readings at all the test lead locations along the pipeline including the CP station parameters like current(AC/DC), voltage(AC/DC),circuit resistance ,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphs and other data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. | Item 40.B.380 | ||
| 402 | 403 | CP Readings | Item 40.B.390 | 126 | KM |
| 403 | 404 | "Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect." | Item 40.B.400 | ||
| 404 | 405 | Commissioning | Item 40.B.410 | 1 | LS |
| 405 | 406 | Measuring, recording and submitting the cathodic protection readings for the station piping by repeated adjustments of the settings of the TRUs etc for achieving full/ maximum protection as per the criteria and priority of protection as mentioned in the specifications ., measuring the relevant readings and "pipe to soil potential" readings at all the test lead locations in the station including the CP station parameters like current(AC/DC), voltage(AC/DC) , circuit resistance etc. , preparing and submitting pipe to soil potential profile, graphs and other data pertaining to the cathodic protection of the station CP system for all the station CP Systems installed as per respective item, job complete in all respects as per specification and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. | Item 40.B.420 | ||
| 406 | 407 | Station CP readings | Item 40.B.430 | 2 | LS |
| 407 | 408 | III COMPOSITE | Item 40.C | ||
| 408 | 409 | Zinc Anode for grounding : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. | Item 40.C.10 | ||
| 409 | 410 | Zinc Anode | Item 40.C.20 | 98 | EA |
| 410 | 411 | Supply & installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Cathodic Protection system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between including laying of PVC sleeve / trunk pipe, casing pipe , centralizers, vent pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection and providing foundation of Anode Junction Box as per specifications inlcuding supply, excavation, backfill of earth etc. as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour & material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required. | Item 40.C.30 | ||
| 411 | 412 | Mainline CP & Station CP : Anode bed deep well type | Item 40.C.40 | 2 | LS |
| 412 | 413 | "Supply & installation of Anode bed ( shallow type ) as per the approved configuration for 'Impressed Current Cathodic Protection' system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between including laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection, providing foundations of Anode Junction Box, chain link fencing around anode junction box wherever required, as per specifications including supply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required." | Item 40.C.50 | ||
| 413 | 414 | Mainline CP : Anode bed shallow type | Item 40.C.60 | 2 | LS |
| 414 | 415 | "Supply & installation of MMO type anodes as per the approved configuration for 'Impressed 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 including supply and laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection, providing foundations of Anode Junction Boxes & Cathode Junction Boxes, providing chain link fencing around Anode junction Box wherever required, as per specifications including supply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Supply of anode tail cable for distributed anodes for station CP are covered elsewhere in SOR" | Item 40.C.70 | ||
| 415 | 416 | Station : Distributed type shallow | Item 40.C.80 | 2 | LS |
| 416 | 417 | "Cable Marker Supply, erection and installation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc. required as per drawings, specifications and directions of the Site Engineer,including the cost of all materials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge." | Item 40.C.90 | ||
| 417 | 418 | Cable marker | Item 40.C.100 | 160 | EA |
| 418 | 419 | Supply & installation of GSM based digital data logger of approved make for remote monitoring of PSP, alongwith supply and installation of permanent reference cell of approved make with tail cable (10 m), including making all connections, all labour and materials as per specification and approved design. | Item 40.C.110 | ||
| 419 | 420 | Data logger | Item 40.C.120 | 3 | EA |
| 420 | 421 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. | Item 40.C.130 | ||
| 421 | 422 | Type A (With Ingress Protection IP:55) | Item 40.C.140 | 119 | EA |
| 422 | 423 | TLP type "A" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) | Item 40.C.150 | 4 | EA |
| 423 | 424 | Type B (With Ingress Protection IP:55) | Item 40.C.160 | 63 | EA |
| 424 | 425 | Type C (With Ingress Protection IP:55) | Item 40.C.170 | 4 | EA |
| 425 | 426 | Type D (With Ingress Protection IP:55) | Item 40.C.180 | 2 | EA |
| 426 | 427 | Type E (With Ingress Protection IP:55) | Item 40.C.190 | 1 | EA |
| 427 | 428 | Type DAC (With Ingress Protection IP:55) | Item 40.C.200 | 24 | EA |
| 428 | 429 | Type DMV (With Ingress Protection IP:55) | Item 40.C.210 | 1 | EA |
| 429 | 430 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.C.220 | 6 | EA |
| 430 | 431 | Flameproof Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.C.230 | 1 | EA |
| 431 | 432 | "The job at each TLP of type DMV at stations for protection of Valve locations shall include Supply, installation, testing and commissioning of the following: A. TLP of type DMV shall be flameproof Ex#d casted from Aluminium alloy LM6 duly approved by PESO and weatherproof as per certified and approved drawing for flameproof junction box having all connection facilities as per latest revision of drawing 9200-99900-404-601-02 (STD-481) and 9200-99900-404-603-00 : (STD-483), Heavy Gauge MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal stud bolts, neoprene gasket for front door, vandal proof concealed lock, The work includes excavation and providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. Flameproof & weatherproof DMV type TLP shall house solid state diode decoupling device and Zinc anodes shall be used for grounding as detailed below. B. Zinc anodes (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. Number of zinc anodes shall be such that earth resistance value of up to 5 Ohm is obtained. C. Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Connection scheme for the above mentioned item shall be as per latest revision of standard drawing no.: 9200-99900-404-601-02 (STD-481). Flameproof certificate from PESO shall be submitted for the flameproof & weather proof TLP for the item." | Item 40.C.240 | ||
| 432 | 433 | Flameproof Type DMV with inbuilt provision of Voltmeter & pushbutton for PSP Measurment (With Ingress Protection IP:55) | Item 40.C.250 | 4 | EA |
| 433 | 434 | "The job at each TLP of type DAC/DMV for protection from AC interference or for protection at Valve locations shall include supply, installation, testing and commissioning of the following; A. TLP type DAC/ DMV fabricated of MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Gauge MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal stud bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of 9200-99900-404-601-02 (STD-481) and Standard AFC drawing 9200-99900-404-603-00 : (STD-483). The work includes excavation and providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal stud bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to pipe coating (with coating repair etc.), backfilling the cable trenches, clearing and cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cable required for the job (as per site conditions) and including lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the front side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. DAC/DMV type TLP shall house solid state decoupling device and Zinc anodes shall be used for grounding as detailed below. B. Zinc anodes (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 for each anode including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. Number of zinc anodes shall be such that earth resistance value of up to 5 Ohm is obtained. Zinc anodes shall be connected to the TLP through weather proof junction box/ boxes. C. Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations of voltage level 66 KV or above including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, etc. The job shall be complete in all respects including all required materials, tools, consumables, labour as per work specifications, engineering document & direction of the Site Engineer/Engineer-In-Charge. Connection scheme for the above mentioned item shall be as per latest revision of standard drawing no.: 9200-99900-404-601-02 (STD-481)." | Item 40.C.260 | ||
| 434 | 435 | Type DAC (With Ingress Protection IP:55) | Item 40.C.270 | 1 | EA |
| 435 | 436 | Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation 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 inclusive of cable & terminating the cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in all respect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer and as per drawing no. 9200-99900-404-601-01 & 9200-99900-404-607-01. | Item 40.C.280 | ||
| 436 | 437 | Corrosion Coupons | Item 40.C.290 | 126 | EA |
| 437 | 438 | TCP works - ITC | Item 00050 | ||
| 438 | 439 | I SERVICES | Item 50.A | ||
| 439 | 440 | Pipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing and submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and services rendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Charge. | Item 50.A.10 | ||
| 440 | 441 | PSP Readings | Item 50.A.20 | 1 | LS |
| 441 | 442 | Conducting Pearson Survey over the buried line in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one reproducible containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects. | Item 50.A.30 | 126 | KM |
| 442 | 443 | TCP System Engineering Document : Prepare & Submit Engineering Document including detail engineering & drawings for TCP system and other documentations as mentioned in the specification and as per direction of Site Engineer / Engineer-in-Charge. The work includes submission of final document after approval in requisite sets. | Item 50.A.40 | ||
| 443 | 444 | Engineering Document/ Technical report | Item 50.A.50 | 1 | LS |
| 444 | 445 | PCP works - NON ITC | Item 00060 | ||
| 445 | 446 | Magnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cable of size of 1c x 6 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the EIC/ Site Engineer and as per AFC drawings. | Item 60.10 | ||
| 446 | 447 | Magnesium Anode | Item 60.20 | 175 | EA |
| 447 | 448 | MECHANICAL- SERVICE- ITC | Item 00070 | ||
| 448 | 449 | 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 | Item 70.10 | ||
| 449 | 450 | 16" OD x 0.25"- 0.5"WT, API 5L X 46 to X | Item 70.20 | 15 | M |
| 450 | 451 | 3.5" OD x 0.216"-0.5"WT ASTM A 106 Gr B | Item 70.30 | 12 | M |
| 451 | 452 | 2.375" OD x 0.218"-0.5"WT ASTM A 106 Gr | Item 70.40 | 12 | M |
| 452 | 453 | 1.315" OD x 0.179"-0.5"WT ASTM A 106 Gr | Item 70.50 | 12 | M |
| 453 | 454 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. | Item 70.60 | ||
| 454 | 455 | 16" OD x 0.25"- 0.5"WT, API 5L X 46 to X | Item 70.70 | 15 | M |
| 455 | 456 | 3.5" OD x 0.216"WT ASTM A 106 Gr B | Item 70.80 | 6 | M |
| 456 | 457 | 2.375" OD x 0.218"WT ASTM A 106 Gr B | Item 70.90 | 6 | M |
| 457 | 458 | 1.315" OD x 0.179"WT ASTM A 106 Gr B | Item 70.100 | 6 | M |
| 458 | 459 | Above Ground Equipment Installation: Taking delivery of equipment, 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 | Item 70.110 | ||
| 459 | 460 | SLB cum SRB 16" x 20" 600# | Item 70.120 | 1 | EA |
| 460 | 461 | 16" x 600# Insulating coupling- A/G W/W | Item 70.130 | 1 | EA |
| 461 | 462 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) 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. | Item 70.140 | ||
| 462 | 463 | 16"-600#,API 6D MOV GATE/BALL , W/W, A/G | Item 70.150 | 1 | EA |
| 463 | 464 | 16"-600#,API 6D MOV GATE/BALL, F/F, A/G | Item 70.160 | 1 | EA |
| 464 | 465 | 2"600#, API 6D/API 600/BS 5351 Gate/Ball | Item 70.170 | 4 | EA |
| 465 | 466 | 1"-800#, API 602 Gate , W/W,A/G, HOV | Item 70.180 | 5 | EA |
| 466 | 467 | 1"x 1" 600#x150# TRV | Item 70.190 | 1 | EA |
| 467 | 468 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of 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. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. | Item 70.200 | ||
| 468 | 469 | 16" joints | Item 70.210 | 10 | EA |
| 469 | 470 | 12" joints | Item 70.220 | 1 | EA |
| 470 | 471 | 3" joints | Item 70.230 | 2 | EA |
| 471 | 472 | 2" joints | Item 70.240 | 10 | EA |
| 472 | 473 | 1" joints | Item 70.250 | 15 | EA |
| 473 | 474 | Hook-up of New Piping with existing process Piping : Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedure. | Item 70.260 | ||
| 474 | 475 | 12.75" OD x 0.375" WT | Item 70.270 | 1 | EA |
| 475 | 476 | 8.625" OD x 0.322" WT | Item 70.280 | 1 | EA |
| 476 | 477 | 4.5" OD x 0.237" / 0.312" WT | Item 70.290 | 1 | EA |
| 477 | 478 | 3.50" OD x 0.216" WT | Item 70.300 | 1 | EA |
| 478 | 479 | 2.375" OD x 0.218" WT | Item 70.310 | 1 | EA |
| 479 | 480 | 1.315" OD x 0.179" WT | Item 70.320 | 1 | EA |
| 480 | 481 | Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) | Item 70.330 | ||
| 481 | 482 | Pipe size up to 2 inch NB | Item 70.340 | 10 | ID |
| 482 | 483 | Pipe size 3 inch NB to 6 Inch NB | Item 70.350 | 10 | ID |
| 483 | 484 | Pipe size 8 inch NB and above | Item 70.360 | 50 | ID |
| 484 | 485 | Dismantling of Piping (Aboveground) and equipment including MLPU: Dismantling of existing over ground piping works including manifolds of all types and sizesby 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 / dismantling quipment and piping fittings such as MLPU, Strainer, valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. | Item 70.370 | 1 | TO |
| 485 | 486 | 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 retrieived, those items shall not be dismantled. | Item 70.380 | 1 | TO |
| 486 | 487 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing piping & steel structural such as HOT crane, 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 | Item 70.390 | 1 | TO |
| 487 | 488 | Temporary Barricading: Providing Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the barricading during construction at site, removing the same and clearing site after construction complete in all respects as per instructions of Site Engineer. | Item 70.400 | 50 | SQM |
| 488 | 489 | MECHANICAL- COMPOSITE- ITC | Item 00080 | ||
| 489 | 490 | Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, 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 as per specifications 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. | Item 80.10 | 5 | TO |
| 490 | 491 | Painting: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever abrasive blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of primer and painting the surfaces as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC | Item 80.20 | ||
| 491 | 492 | Inorganic Zinc Silicate Primer | Item 80.30 | 40 | SQM |
| 492 | 493 | High Build Epoxy | Item 80.40 | 40 | SQM |
| 493 | 494 | Isocynate Aliphatic Polyurethane | Item 80.50 | 40 | SQM |
| 494 | 495 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever abrasive blast cleaning is not possible) free of dust, grease, mill scales etc. and applying 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. | Item 80.60 | ||
| 495 | 496 | Polyurethane Coating(PU)/ Liquid Epoxy C | Item 80.70 | 34 | SQM |
| 496 | 497 | Copper Strips/ Flats for Jumpers for Flanged Joits 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. | Item 80.80 | ||
| 497 | 498 | Up to 30 mm wide x 1 mm thick Copper strip (length may vary from 50 mm to 200 mm) | Item 80.90 | 2 | EA |
| 498 | 499 | 30 - 50 mm wide x 1 mm thick Copper strip (length may vary from 150 mm to 350 mm) | Item 80.100 | 2 | EA |
| 499 | 500 | 50 - 75 mm wide x 1 mm thick Copper strip (length may vary from 200 mm to 400 mm) | Item 80.110 | 2 | EA |
| 500 | 501 | MECHANICAL- SUPPLY- ITC | Item 00090 | ||
| 501 | 502 | 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. | Item 90.10 | ||
| 502 | 503 | 16" x ANSI 600 Sr.SWMG | Item 90.20 | 4 | EA |
| 503 | 504 | 12" x ANSI 600 Sr. SWMG | Item 90.30 | 2 | EA |
| 504 | 505 | 8" x ANSI 600 Sr.SWMG | Item 90.40 | 2 | EA |
| 505 | 506 | 4" x ANSI 600 Sr.SWMG | Item 90.50 | 2 | EA |
| 506 | 507 | 3" x ANSI 600 Sr.SWMG | Item 90.60 | 2 | EA |
| 507 | 508 | 2" x ANSI 600 Sr.SWMG | Item 90.70 | 4 | EA |
| 508 | 509 | 1" x ANSI 600 Sr.SWMG | Item 90.80 | 14 | EA |
| 509 | 510 | 1" x ANSI 150 Sr. SWMG | Item 90.90 | 4 | EA |
| 510 | 511 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 90.100 | ||
| 511 | 512 | 16" x 600#(1.500" Dia X 11.00" Length) | Item 90.110 | 80 | EA |
| 512 | 513 | 12" x 600# (1.25" Dia. X 9.75" Length) | Item 90.120 | 40 | EA |
| 513 | 514 | 8" x 600# (1.125" Dia. X 8.25" Length) | Item 90.130 | 24 | EA |
| 514 | 515 | 3" x 600# (0.750" Dia. X 5.50" Length) | Item 90.140 | 16 | EA |
| 515 | 516 | 2" x 600# (0.625" Dia. X 4.75" Length) | Item 90.150 | 32 | EA |
| 516 | 517 | 1" x 600# (0.625" Dia. X 4.00" Length) | Item 90.160 | 16 | EA |
| 517 | 518 | 1" x 150# (0.500" Dia. X 3.00" Length) | Item 90.170 | 16 | EA |
| 518 | 519 | 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. Cost shall be inclusive of all chages including charges for inpsection of materials by approved TPI, Taxes etc. | Item 90.180 | ||
| 519 | 520 | 16" x ANSI 600 Sr.WNRF | Item 90.190 | 4 | EA |
| 520 | 521 | 12" x ANSI 600 Sr. WNRF | Item 90.200 | 1 | EA |
| 521 | 522 | 2" x ANSI 600 Sr.WNRF | Item 90.210 | 2 | EA |
| 522 | 523 | 1" x ANSI 600 Sr. WNRF | Item 90.220 | 4 | EA |
| 523 | 524 | 1" x ANSI 150 Sr. WNRF | Item 90.230 | 2 | EA |
| 524 | 525 | 16" x ANSI 600 Sr. BLRF | Item 90.240 | 1 | EA |
| 525 | 526 | 12" x ANSI 600 Sr. BLRF | Item 90.250 | 1 | EA |
| 526 | 527 | 8" x ANSI 600 Sr. BLRF | Item 90.260 | 2 | EA |
| 527 | 528 | 3" x ANSI 600 Sr.BLRF | Item 90.270 | 2 | EA |
| 528 | 529 | 2" x ANSI 600 Sr.BLRF | Item 90.280 | 2 | EA |
| 529 | 530 | 1" x ANSI 600 Sr. BLRF | Item 90.290 | 10 | EA |
| 530 | 531 | 1" x ANSI 150 Sr. BLRF | Item 90.300 | 2 | EA |
| 531 | 532 | Valves Supply and delivery of API 6D/602/600 Gate valve at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Cost shall be inclusive of all charges including charges for inpsection of materials by approved TPI, Taxes etc. | Item 90.310 | ||
| 532 | 533 | 2" x 600# Gate valve HOV w/w | Item 90.320 | 4 | EA |
| 533 | 534 | 1" x 800# Gate valve HOV w/w | Item 90.330 | 12 | EA |
| 534 | 535 | 1" x 1" 600#x150# TRV | Item 90.340 | 2 | EA |
| 535 | 536 | 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. Cost shall be inclusive of all chages including charges for inpsection of materials by approved TPI, Taxes etc. | Item 90.350 | ||
| 536 | 537 | 1" ANSI 600# Equal Tee | Item 90.360 | 3 | EA |
| 537 | 538 | 16"x 12" ANSI 600# Unequal Crossbar | Item 90.370 | 1 | EA |
| 538 | 539 | 3" 600# 90 deg LR Bends | Item 90.380 | 1 | EA |
| 539 | 540 | 2" 600# 90 deg LR Bends | Item 90.390 | 1 | EA |
| 540 | 541 | 1" 600# 90 deg LR Bends | Item 90.400 | 5 | EA |
| 541 | 542 | 1X3/4" size 3000 lbs Reducer Nipple | Item 90.410 | 1 | EA |
| 542 | 543 | 2X1" size 3000 lbs Reducer Nipple | Item 90.420 | 5 | EA |
| 543 | 544 | 1" 3000 lbs HALF COUPLING | Item 90.430 | 5 | EA |
| 544 | 545 | 1" size 3000 lbs St. NIPPLE | Item 90.440 | 5 | EA |
| 545 | 546 | 2" size 3000 lbs St. NIPPLE | Item 90.450 | 5 | EA |
| 546 | 547 | 16"x 2" X 600# Weld-o-let | Item 90.460 | 4 | EA |
| 547 | 548 | Supply of ASTM A106 Gr.B pipes (bare) at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Cost shall be inclusive of all chages including charges for inpsection of materials by approved TPI, Taxes etc. | Item 90.470 | ||
| 548 | 549 | 2.375" OD x 0.218"WT ASTM A 106 Gr B bar | Item 90.480 | 6 | M |
| 549 | 550 | 1.315" OD x 0.179"WT ASTM A 106 Gr B B | Item 90.490 | 6 | M |
| 550 | 551 | T&I- CSW- ITC | Item 00100 | ||
| 551 | 552 | I SUPPLY | Item 100.A | ||
| 552 | 553 | 16IN, 600 # Series -Short Neck Scrapper Detector Switch- As per Tender Specificaion | Item 100.A.10 | 1 | EA |
| 553 | 554 | 2 Pair x 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: EN 50288-7 as per the tender specifications for indoor applications to be laid through PVC/Metaliic conduits. | Item 100.A.20 | 600 | M |
| 554 | 555 | 25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detectors in buildings | Item 100.A.30 | 40 | M |
| 555 | 556 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. | Item 100.A.40 | 3 | EA |
| 556 | 557 | Jacking Bracket for 600# Scrapper Detector | Item 100.A.50 | 1 | EA |
| 557 | 558 | Supply, cutting and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of holes for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer | Item 100.A.60 | 8 | SQM |
| 558 | 559 | II COMPOSITE | Item 100.B | ||
| 559 | 560 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer | Item 100.B.10 | 2 | EA |
| 560 | 561 | Taking delivery, shifting from nearby Station location and installation & testing of the differnt instruments (like pressure Gauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow switch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and commissioning of the instruments to control system vendor along with loop checking etc. | Item 100.B.20 | ||
| 561 | 562 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings | Item 100.B.30 | 1 | EA |
| 562 | 563 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. | Item 100.B.40 | 1 | EA |
| 563 | 564 | INSTALLATION OF REMOTE SEAL PT: Installation, assistance in testing and commissioning of Remote Seal Pressure Transmitter (RSPT) as per the directions of Engineer in-charge/ Site engineer and drawings. | Item 100.B.50 | 5 | EA |
| 564 | 565 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) by by welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. | Item 100.B.60 | 5 | EA |
| 565 | 566 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings including supply of necessary flameproof cable glands as per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. | Item 100.B.70 | 1 | EA |
| 566 | 567 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. | Item 100.B.80 | 4 | EA |
| 567 | 568 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications including supply of flame-proof cable glands. | Item 100.B.90 | 4 | EA |
| 568 | 569 | INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels.(amount must be inclusive of single compression cable glands required at panel end) | Item 100.B.100 | 1200 | KG |
| 569 | 570 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. | Item 100.B.110 | 20 | EA |
| 570 | 571 | Supply, installation & fixing of perforated GI trays 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 of2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , as per drawings, specification anddirections of Site Engineer / Engineer-in-Charg (Tundla-600, SV-200 each)e | Item 100.B.120 | 1200 | KG |
| 571 | 572 | III SERVICES | Item 100.C | ||
| 572 | 573 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable m arker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations | Item 100.C.10 | 5 | LS |
| 573 | 574 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. | Item 100.C.20 | 1000 | M |
| 574 | 575 | T&I- MAINLINE- ITC | Item 00110 | ||
| 575 | 576 | I SUPPLY | Item 110.A | ||
| 576 | 577 | Supply of OFC Jointing kits as per tender specifications (Tundla-2,HDD-22, ROW-47, Spare Tundla-10) | Item 110.A.10 | 81 | EA |
| 577 | 578 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications (Tundla-1) | Item 110.A.20 | 1 | EA |
| 578 | 579 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications (HDD-22, ROW-47, Spare Tundla-10) | Item 110.A.30 | 79 | EA |
| 579 | 580 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications (ROW-140) | Item 110.A.40 | 140 | EA |
| 580 | 581 | SuppLy of Joint pit markers for OFC joint locations as per tender specifications (HDD-22 ROW-47) | Item 110.A.50 | 69 | EA |
| 581 | 582 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications (HDD-22 ROW-47) | Item 110.A.60 | 69 | EA |
| 582 | 583 | Supply of Transition pits for building entry points as per tender specifications (TUNDLA-02 EACH, SV-01 EACH) | Item 110.A.70 | 5 | EA |
| 583 | 584 | II SERVICES | Item 110.B | ||
| 584 | 585 | Laying of HDPE pipe (excluding blowing of OFC) in mainline pipe trench at the bottom in all types of soil (including roads, canals, rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable str aps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers , end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspectio n of HDPE joints, testing the installed HDPE duct by blowing "mandrel" with compressed air, pressure testing the HDPE pipe after la ying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engine er and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation , loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealing plugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-char ge/ Site Engineer | Item 110.B.10 | 140 | KM |
| 585 | 586 | "Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.65 metres including shoring, strutting etc. (if necessary), backfilling the trench, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications" | Item 110.B.20 | 1250 | CUM |
| 586 | 587 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer | Item 110.B.30 | 140 | KM |
| 587 | 588 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer | Item 110.B.40 | 71 | SET |
| 588 | 589 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. | Item 110.B.50 | 69 | SET |
| 589 | 590 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer | Item 110.B.60 | 140 | EA |
| 590 | 591 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 110.B.70 | 69 | EA |
| 591 | 592 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. | Item 110.B.80 | 69 | SET |
| 592 | 593 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer | Item 110.B.90 | 5 | SET |
| 593 | 594 | III COMPOSITE | Item 110.C | ||
| 594 | 595 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner's approval including the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer including cost of all labour, tools, materials complete in all respects (Tundla-20 Each, SV-5 each). | Item 110.C.10 | 35 | M |
| 595 | 596 | Supply and Installation of GI Pipe of 100 mm nominal bore heavy class as per IS1239, sub ducted by 40 mm OD HDPE pipe (excluding supply of HDPE pipe), by boring or jacking method across railway crossing, including all necessary pipe fittings, cost of arranging boring machine, other associated machinery, tools, tackles, skilled manpower, labour etc. job complete in every respects as per the directions of Engineer-in-charge/ Site Engineer. Measurement shall be done by the length of the GI pipe used in the crossings | Item 110.C.20 | 72 | M |
| 596 | 597 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & installation of suitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong the boundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP building as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing (SV-200 each). | Item 110.C.30 | 600 | M |
| 597 | 598 | T&I- MAINLINE- NON ITC | Item 00120 | ||
| 598 | 599 | Supply of permanently-lubricated HDPE pipe of 40 mm OD (as per TEC GR) with minimum pressure rating of 6 Kg/cm2 and wall thickness of 3.5 mm, along with duct accessories such as couplers, end caps, end sealing plugs, warning tape etc. as per specifications. (ROW-140, Tundla-1) | Item 120.10 | 141 | KMS |
| 599 | 600 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications (HDD-3051) | Item 120.20 | 3051 | EA |
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