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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-06-2020 | Addendum-1 | Date | 15-06-2020 |
| Name of Work: Mainline Laying and Combined Station Works (CSW) for 4 Km, 16” OD ATF Pipeline from IOCL Bijwasan Terminal to Delhi Airport (DAFFPL-T3) for Replacement of existing 8” ATF Pipeline | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | COMP:Bijwasan Delhi ATF Pipelin-Mainline | Item 00010 | ||
| 2 | 2 | 10 MAINLINE | Item 10.A | ||
| 3 | 3 | Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Owner's ROU/ROW, required for Contractor’s storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner’s issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works:# Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed inside stockpile by mainline contractor shall be done by Owner's authorized agency), including placing of pipe trailors for taking delivery of pipes from stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor's storage location etc.,# Clearing and grading of ROW/ pipeline coridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc.,# Stringing of pipes along ROW including providing straw bags/ soft padding (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 replacement 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,# Aligning, bending, lining up, cutting and bevelling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints found defective, # Carrying out 100% radiographic inspection of all field weld joints in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) and destructive testing of one weld joint in each Spread as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector) and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., # Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer’s recommendation,,, # Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) including cutting, bevelling, fitment, coating the bare bend pipe with approved cold-applied tape coat / PU coating etc.,,, # Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any,,, # Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC), (except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings and \"Marshy areas\") and restoration of the site to original condition including performance of additional works for strengthening of banks of water courses etc.,,, # Lowering the pipeline in trench, tieing-in, backfilling with excavated earth and/or other suitable soil (top soil stored separately during trenching shall be backfilled on top of the ditch) as directed by Site-Engineer,,, # Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing ‘pre-testing’ of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting,,, # All tie-ins, including tieing-in with HDD sections under this tender,, , # Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities as required, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities, obtaining NOC from respective land owners in respect of final restoration of their land etc.,,, # Preparation of as-built drawings, pipe book and other records as per specifications etc.,,, # Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for performance of work or for temporary or permanent incorporation in the works, and ,, # All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge.,, | Item 10.A.10 | ||
| 4 | 4 | 16inch OD | Item 10.A.20 | 3300 | M |
| 5 | 5 | 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.A.30 | ||
| 6 | 6 | KILOMETER POST | Item 10.A.40 | 4 | EA |
| 7 | 7 | DIRECTION MARKER | Item 10.A.50 | 10 | EA |
| 8 | 8 | WARNING SIGN | Item 10.A.60 | 20 | EA |
| 9 | 9 | 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.A.70 | 40 | EA |
| 10 | 10 | 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.A.80 | ||
| 11 | 11 | 16 inch OD | Item 10.A.90 | 4 | KM |
| 12 | 12 | 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.A.100 | ||
| 13 | 13 | 16 inch OD | Item 10.A.110 | 4 | KM |
| 14 | 14 | 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.A.120 | ||
| 15 | 15 | 16 inch OD | Item 10.A.130 | 4 | KM |
| 16 | 16 | 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.A.140 | ||
| 17 | 17 | 16 inch OD | Item 10.A.150 | 5 | EA |
| 18 | 18 | Extra for rock trenching for Mainline laying as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, consumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specifications, approved procedure and instructions of Engineer-in-Charge. | Item 10.A.160 | 50 | CUM |
| 19 | 19 | Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instructions of Site Engineer / Engineer-in-Charge. 16\" OD Pipe | Item 10.A.170 | 20 | M |
| 20 | 20 | -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 & d e-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other res ources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner.-Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, SH , Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required fo r 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 detaile d construction method statement and design analysis.-Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the w ork site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, inclu ding 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 pip eline 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 colle ction 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 representati ve(s) for examining radiographs, repair of defects in the welds and re-testing etc.-Coating of the field joints of the pipe string t o 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 o f any other approved make used for HDD crossings.-Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make.-Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pi pe 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.A.180 | ||
| 21 | 21 | 16 inch OD in Normal Soil | Item 10.A.190 | 600 | M |
| 22 | 22 | 16 inch OD in Rocky Soil | Item 10.A.200 | 50 | M |
| 23 | 23 | Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arr anging the required land for site preparations and execution of, but not limited to, the following works in accordance with the spec ifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engin eer – in – charge /Site engineer.Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from design ated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all n ecessary intermediate storage area required thereof till the pipes are installed in permanent position.Complete site preparation inc luding arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, laun ching etcCarrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coatin g including defects/ damages occurring during transportation and handling.String preparation including repair of pipe and pipe coati ng defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and pro viding all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc.Carr ying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defect s and retesting etc.Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink slee ves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings.Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approv ed make.Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the carrier pipeline).Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has t o be laid along with the carrier pipeline).Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other u tility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate size.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, drawin gs, provisions of the contract document, calculations and construction method statement, leading to successful completion of the wor ks.Note :- The item to be operated under the specific instruction of Engineer in Charge | Item 10.A.210 | ||
| 24 | 24 | 16 inch OD | Item 10.A.220 | 80 | M |
| 25 | 25 | Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. | Item 10.A.230 | ||
| 26 | 26 | SAND PADDING (IN OTHER AREAS)16 inch OD | Item 10.A.240 | 50 | M |
| 27 | 27 | SAND PADDING (IN HARD ROCK AREAS)16 Inch OD Pipe | Item 10.A.250 | 20 | M |
| 28 | 28 | 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.A.260 | ||
| 29 | 29 | 16 inch OD | Item 10.A.270 | 4 | KM |
| 30 | 30 | 20 ELECTRICAL TCP & PCP | Item 10.B | ||
| 31 | 31 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s 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 e tc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall b e carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. | Item 10.B.10 | 18 | EA |
| 32 | 32 | 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 ma terial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per sp ecifications 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 10.B.20 | 16 | EA |
| 33 | 33 | \"Supply & installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Catho dic Protection system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suit able 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 draw ings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required.\" | Item 10.B.30 | 1 | LS |
| 34 | 34 | \"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 ma terials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge.\" | Item 10.B.40 | 15 | EA |
| 35 | 35 | 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 term inal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standar d 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 o f cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repair ing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powd er 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 K M location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plat e 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, tool s, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. | Item 10.B.50 | ||
| 36 | 36 | Type A (With Ingress Protection IP:55) | Item 10.B.60 | 2 | EA |
| 37 | 37 | TLP type \"A\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) | Item 10.B.70 | 2 | EA |
| 38 | 38 | Type B (With Ingress Protection IP:55) | Item 10.B.80 | 3 | EA |
| 39 | 39 | Type B (Flameproof & Weatherproof as per specifications & drawing) - with inbuilt provision of Voltmeter and Pushbutton for PSP Meas urment. | Item 10.B.90 | 2 | EA |
| 40 | 40 | Type C (With Ingress Protection IP:55) | Item 10.B.100 | 1 | EA |
| 41 | 41 | Type D (With Ingress Protection IP:55) | Item 10.B.110 | 1 | EA |
| 42 | 42 | Type DAC (With Ingress Protection IP:55) | Item 10.B.120 | 1 | EA |
| 43 | 43 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 10.B.130 | 2 | EA |
| 44 | 44 | Flameproof Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 10.B.140 | 2 | EA |
| 45 | 45 | 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 t he 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 require ment for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per t he directions of the Site Engineer and as per drawing no. 9200-99900-404-601-01 & 9200-99900-404-607-01. | Item 10.B.150 | 2 | EA |
| 46 | 46 | 30 OFC WORKS | Item 10.C | ||
| 47 | 47 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner's approval includi ng 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. | Item 10.C.10 | 20 | M |
| 48 | 48 | COMP:Bijwasan Delhi ATF Pipeline-CSW | Item 00020 | ||
| 49 | 49 | 10 CIVIL | Item 20.A | ||
| 50 | 50 | 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 getting 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.A.10 | ||
| 51 | 51 | All kinds of soil | Item 20.A.20 | 2137 | SQM |
| 52 | 52 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width 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.A.30 | ||
| 53 | 53 | All kinds of soil | Item 20.A.40 | 946 | CUM |
| 54 | 54 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Item 20.A.50 | 58 | CUM |
| 55 | 55 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 20.A.60 | ||
| 56 | 56 | All kinds of soil | Item 20.A.70 | 90 | CUM |
| 57 | 57 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 20.A.80 | 235 | CUM |
| 58 | 58 | Supplying chemical emulsion in sealed containers including delivery as specified. | Item 20.A.90 | ||
| 59 | 59 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Item 20.A.100 | 28 | L |
| 60 | 60 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | Item 20.A.110 | ||
| 61 | 61 | Along the external wall where apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: | Item 20.A.120 | ||
| 62 | 62 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 20.A.130 | 47 | M |
| 63 | 63 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \" | Item 20.A.140 | ||
| 64 | 64 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.A.150 | 106 | M |
| 65 | 65 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : | Item 20.A.160 | ||
| 66 | 66 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.A.170 | 102 | M |
| 67 | 67 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by 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.A.180 | 59 | CUM |
| 68 | 68 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item 20.A.190 | 3552 | CUM |
| 69 | 69 | 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.A.200 | ||
| 70 | 70 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item 20.A.210 | 320 | CUM |
| 71 | 71 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 20.A.220 | 23 | CUM |
| 72 | 72 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) | Item 20.A.230 | 52 | CUM |
| 73 | 73 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 20.A.240 | 107 | CUM |
| 74 | 74 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.A.250 | 23 | SQM |
| 75 | 75 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.A.260 | 3 | CUM |
| 76 | 76 | 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 chips 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, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.A.270 | 4 | SQM |
| 77 | 77 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | Item 20.A.280 | ||
| 78 | 78 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 20.A.290 | 301 | CUM |
| 79 | 79 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | Item 20.A.300 | 54 | CUM |
| 80 | 80 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 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.A.310 | ||
| 81 | 81 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 20.A.320 | 13 | CUM |
| 82 | 82 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 20.A.330 | 36 | CUM |
| 83 | 83 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 20.A.340 | ||
| 84 | 84 | Foundations, footings, bases of columns, etc. for mass concrete | Item 20.A.350 | 1330 | SQM |
| 85 | 85 | Suspended floors, roofs, landings, balconies and access platform | Item 20.A.360 | 108 | SQM |
| 86 | 86 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item 20.A.370 | 173 | SQM |
| 87 | 87 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 20.A.380 | 143 | SQM |
| 88 | 88 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | Item 20.A.390 | ||
| 89 | 89 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 20.A.400 | 44398 | KG |
| 90 | 90 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | Item 20.A.410 | ||
| 91 | 91 | Thermo-Mechanically Treated bars of grade Fe-500 D or more | Item 20.A.420 | 7152 | KG |
| 92 | 92 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 20.A.430 | ||
| 93 | 93 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 20.A.440 | 11 | CUM |
| 94 | 94 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | Item 20.A.450 | ||
| 95 | 95 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 20.A.460 | 35 | CUM |
| 96 | 96 | 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.A.470 | ||
| 97 | 97 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Item 20.A.480 | 428 | SQM |
| 98 | 98 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. : | Item 20.A.490 | ||
| 99 | 99 | Raj Nagar Plain white marble/Udaipur green marble/Zebra black marble : | Item 20.A.500 | ||
| 100 | 100 | Area of slab over 0.50 sqm | Item 20.A.510 | 16 | SQM |
| 101 | 101 | Granite of any colour and shade : | Item 20.A.520 | ||
| 102 | 102 | Area of slab up to 0.50 sqm | Item 20.A.530 | 4 | SQM |
| 103 | 103 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. | Item 20.A.540 | ||
| 104 | 104 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. | Item 20.A.550 | 10 | SQM |
| 105 | 105 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). | Item 20.A.560 | 6.99 | TO |
| 106 | 106 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Note: Angle iron frame shall be paid separately). | Item 20.A.570 | 57 | SQM |
| 107 | 107 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | Item 20.A.580 | ||
| 108 | 108 | 25 mm thick | Item 20.A.590 | 32 | SQM |
| 109 | 109 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.A.600 | 3313 | SQM |
| 110 | 110 | Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads of steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplying and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finishing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Payment for base concrete shall be made under relevant item). | Item 20.A.610 | 32 | SQM |
| 111 | 111 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber based adhesives including rolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgrade, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) as directed by the Engineer-in-Charge. | Item 20.A.620 | 37 | SQM |
| 112 | 112 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : | Item 20.A.630 | ||
| 113 | 113 | In 75x75 mm deep chase | Item 20.A.640 | 31 | M |
| 114 | 114 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Item 20.A.650 | 6 | EA |
| 115 | 115 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : | Item 20.A.660 | ||
| 116 | 116 | 110 mm diameter | Item 20.A.670 | 48 | M |
| 117 | 117 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : | Item 20.A.680 | ||
| 118 | 118 | Coupler : | Item 20.A.690 | ||
| 119 | 119 | 110 mm | Item 20.A.700 | 6 | EA |
| 120 | 120 | Single Push-fit Coupler : | Item 20.A.710 | ||
| 121 | 121 | 110 mm | Item 20.A.720 | 6 | EA |
| 122 | 122 | Bend 87.5 Degrees : | Item 20.A.730 | ||
| 123 | 123 | 110 mm Bend | Item 20.A.740 | 6 | EA |
| 124 | 124 | Shoe (Plain) : | Item 20.A.750 | ||
| 125 | 125 | 110 mm Shoe | Item 20.A.760 | 6 | EA |
| 126 | 126 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 20.A.770 | ||
| 127 | 127 | 1:6 (1 cement : 6 coarse sand) | Item 20.A.780 | 303 | SQM |
| 128 | 128 | 6 mm cement plaster of mix : | Item 20.A.790 | ||
| 129 | 129 | 1:3 (1 cement : 3 fine sand) | Item 20.A.800 | 1065 | SQM |
| 130 | 130 | Neat cement punning. | Item 20.A.810 | 390 | SQM |
| 131 | 131 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item 20.A.820 | ||
| 132 | 132 | Water thinnable cement primer | Item 20.A.830 | 323 | SQM |
| 133 | 133 | Finishing walls with textured exterior paint of required shade : | Item 20.A.840 | ||
| 134 | 134 | 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.A.850 | 205 | SQM |
| 135 | 135 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Item 20.A.860 | 323 | SQM |
| 136 | 136 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | Item 20.A.870 | ||
| 137 | 137 | Two coats | Item 20.A.880 | 96 | SQM |
| 138 | 138 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | Item 20.A.890 | ||
| 139 | 139 | Two coats | Item 20.A.900 | 227 | SQM |
| 140 | 140 | Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | Item 20.A.910 | ||
| 141 | 141 | Two coats | Item 20.A.920 | 10 | SQM |
| 142 | 142 | Providing grooves of uniform size 12x12 mm and up to 15x15 mm in plaster as per approved pattern using wooden battens, nail to the under layer including removal of wooden battens repair to the edges of panels and finishing the groove complete as per directions of the Engineer-in-Charge. | Item 20.A.930 | 159 | M |
| 143 | 143 | 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.A.940 | 145 | SQM |
| 144 | 144 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 20.A.950 | 18 | SQM |
| 145 | 145 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. | Item 20.A.960 | 14 | SQM |
| 146 | 146 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.] | Item 20.A.970 | ||
| 147 | 147 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | Item 20.A.980 | 12 | CUM |
| 148 | 148 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] | Item 20.A.990 | 12 | CUM |
| 149 | 149 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.] | Item 20.A.1000 | ||
| 150 | 150 | In cement mortar | Item 20.A.1010 | 102 | CUM |
| 151 | 151 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] | Item 20.A.1020 | 1000 | KG |
| 152 | 152 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of the Engineer-in-Charge. | Item 20.A.1030 | 500 | CUM |
| 153 | 153 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. | Item 20.A.1040 | 1000 | CUM |
| 154 | 154 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. | Item 20.A.1050 | 3000 | SQM |
| 155 | 155 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.: | Item 20.A.1060 | ||
| 156 | 156 | With medium setting bitumen emulsion : | Item 20.A.1070 | ||
| 157 | 157 | On W.B.M/ W.M.M. @ 0.4 Kg/sqm | Item 20.A.1080 | 3000 | SQM |
| 158 | 158 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : | Item 20.A.1090 | ||
| 159 | 159 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm with paving asphalt grade VG-10 @ 50 kg/10 sqm. | Item 20.A.1100 | 3000 | SQM |
| 160 | 160 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. (Note: This item to be operated only with the prior approval of the Engineer-in-Charge.) | Item 20.A.1110 | 3000 | SQM |
| 161 | 161 | Providing and fixing in position pre-moulded joint filler in expansion joints. (Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"). | Item 20.A.1120 | 1200 | CM |
| 162 | 162 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.: | Item 20.A.1130 | ||
| 163 | 163 | New work (Two or more coats) | Item 20.A.1140 | 180 | SQM |
| 164 | 164 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge. | Item 20.A.1150 | ||
| 165 | 165 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | Item 20.A.1160 | 450 | CUM |
| 166 | 166 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of the Engineer-in-Charge. | Item 20.A.1170 | 750 | CUM |
| 167 | 167 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of the Engineer-in-Charge. | Item 20.A.1180 | ||
| 168 | 168 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. | Item 20.A.1190 | 3500 | SQM |
| 169 | 169 | 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 exposd surfaces etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of Site Engineer. | Item 20.A.1200 | 1200 | M |
| 170 | 170 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Eng ineer-in-Charge. | Item 20.A.1210 | 60 | M |
| 171 | 171 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of the Engineer-In-Charge. | Item 20.A.1220 | ||
| 172 | 172 | 75 mm nominal outer dia pipes | Item 20.A.1230 | 603 | M |
| 173 | 173 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | Item 20.A.1240 | ||
| 174 | 174 | 450 mm dia. R.C.C. pipe | Item 20.A.1250 | 48 | M |
| 175 | 175 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. : | Item 20.A.1260 | ||
| 176 | 176 | 600 mm dia RCC pipes | Item 20.A.1270 | 30 | M |
| 177 | 177 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications of the Engineer-in-Charge. | Item 20.A.1280 | 651 | M |
| 178 | 178 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge. | Item 20.A.1290 | ||
| 179 | 179 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. | Item 20.A.1300 | 2 | EA |
| 180 | 180 | 750mm x 750mm x depth up to 1000mm inner dimensions | Item 20.A.1310 | 4 | EA |
| 181 | 181 | 600mm x 600mm x depth up to 750mm inner dimensions | Item 20.A.1320 | 4 | EA |
| 182 | 182 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) : | Item 20.A.1330 | ||
| 183 | 183 | For fixed portion : | Item 20.A.1340 | ||
| 184 | 184 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.A.1350 | 203 | KG |
| 185 | 185 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) : | Item 20.A.1360 | ||
| 186 | 186 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.A.1370 | 254 | KG |
| 187 | 187 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) : | Item 20.A.1380 | ||
| 188 | 188 | With float glass panes of 5.50 mm thickness | Item 20.A.1390 | 44 | SQM |
| 189 | 189 | 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.A.1400 | ||
| 190 | 190 | With stainless steel cover plate minimum 1.25 mm thickness | Item 20.A.1410 | 7 | EA |
| 191 | 191 | 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 direction of the Engineer-In-Charge. | Item 20.A.1420 | ||
| 192 | 192 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar | Item 20.A.1430 | 7 | EA |
| 193 | 193 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Item 20.A.1440 | 7 | EA |
| 194 | 194 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. | Item 20.A.1450 | ||
| 195 | 195 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 20.A.1460 | 10 | EA |
| 196 | 196 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per direction of the Engineer-In-Charge. | Item 20.A.1470 | ||
| 197 | 197 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 20.A.1480 | 10 | EA |
| 198 | 198 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer-in-Charge. | Item 20.A.1490 | 44 | SQM |
| 199 | 199 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black 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 membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. (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.A.1500 | ||
| 200 | 200 | 3 mm thick | Item 20.A.1510 | 56 | SQM |
| 201 | 201 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.A.1520 | 67 | KG |
| 202 | 202 | Supplying and filling good earth for lawns & in plantation area, in layers not exceeding 20 cm depth in one operation including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per direction of the Site Engineer/ Engineer-in-Charge. (Note : Volume of earth to be calculated for the payment shall be the volume of stacked earth after reduction by 20%). | Item 20.A.1530 | 1500 | CUM |
| 203 | 203 | Supply, stacking and mixing sludge manure with earth in required proportion and spreading sludge manure in lawn inclusive of charges of all duties, royalty, cost of carriage etc. up to any distance. (Note: Sludge/ manure to be measured in stacks and will be reduced by 8% for payment). | Item 20.A.1540 | 1500 | CUM |
| 204 | 204 | Supply, stacking and mixing Cow Dung/ Neem oil cake/ Agro meal with earth in required proportion and spreading the mixture in lawn and or filling in specified areas inclusive of charges of all duties, royalty, cost of carriage etc. up to any distance. (Note: Cow Dung/ Neem oil cake/ Agro meal/ Manure shall be measured in stacks and will be reduced by 8% for payment). | Item 20.A.1550 | 1500 | CUM |
| 205 | 205 | Grassing with approved quality doob grass in rows of 7.5 cm apart in either direction, in lawns etc. including watering and maintenance of the lawn for 30 days or more till grass forms a thick free from weeds and fit for mowing including supply and filling good earth, if required, during maintenance period (Note: The good earth shall be paid separately under relevant item). | Item 20.A.1560 | 1500 | SQM |
| 206 | 206 | Digging holes and refilling the earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part earth : 1 part manure) including flooding with water, removal of rubbish and surplus earth (if any), spraying with insecticides complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of the Site Engineer. (Note: Cost of manure, sludge or extra good earth, if needed shall be paid separately under relevant item). | Item 20.A.1570 | ||
| 207 | 207 | Holes 0.6 metre deep and 0.6 metre diameter. | Item 20.A.1580 | 600 | EA |
| 208 | 208 | Holes 1.2 metre deep and 1.2 metre diameter. | Item 20.A.1590 | 10 | EA |
| 209 | 209 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m & lift up to 1.5 m complete. (Note: Cost of sludge, manure or extra earth shall be paid for seperately under relevant item). | Item 20.A.1600 | 1350 | CUM |
| 210 | 210 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of the Site Engineer. | Item 20.A.1610 | 200 | EA |
| 211 | 211 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engineer/ Engineer-in-Charge. | Item 20.A.1620 | ||
| 212 | 212 | 450 mm x 450 mm rectangular section radial drain. | Item 20.A.1630 | 600 | M |
| 213 | 213 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sealing compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. | Item 20.A.1640 | 480 | M |
| 214 | 214 | 20 mm cement plaster of mix : | Item 20.A.1650 | ||
| 215 | 215 | 1:4 (1 cement : 4 coarse sand) | Item 20.A.1660 | 15 | SQM |
| 216 | 216 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.) | Item 20.A.1670 | 6935 | KG |
| 217 | 217 | 20 MECHANICAL(BIJWASAN) | Item 20.B | ||
| 218 | 218 | \"Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of sadd le supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cl eaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all re spect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 20.B.10 | 30 | TO |
| 219 | 219 | \" Supply and Erection of Electroforged Grating: Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gr atings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normally o f size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Plac ing gratings in a replaceable manner bolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance wit h drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 20.B.20 | 10 | TO |
| 220 | 220 | \" Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\" | Item 20.B.30 | 1000 | KG |
| 221 | 221 | \"Painting: Cleaning exposed steel surfaces of piping, 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. priming with one coat of primer and painting the surfaces with two coats 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 20.B.40 | ||
| 222 | 222 | Zinc Ethyl Slicate Primer | Item 20.B.50 | 2040 | SQM |
| 223 | 223 | High Build EPOXY MIO | Item 20.B.60 | 2040 | SQM |
| 224 | 224 | Isocynate Aliphatic Poly Urethene(PU) | Item 20.B.70 | 2040 | SQM |
| 225 | 225 | \"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 (whereverabrasive blast cleaning is not possible) free of dust, grease, mill scales etc. and applying polyurethane coating(PU) using 100% solvent fr ee 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. All materials including supply of paint are in the scope of contractor.\" | Item 20.B.80 | 825 | M2 |
| 226 | 226 | Supply Fabrication and Erection of temporary pump strainer: Supplying at site, steel structural items such as steel plates / sheets, SS perforated sheet, SS wire mesh, square bar, and other required structural steel items, cutting, grinding, welding, brazing, sold ering, fabrication of temporary pump strainer of different types and sizes as per the drawing, sand blast/ power brush cleaning, pri ming and painting the finished structures, erection of the strainer in the spool piece provided in suction of mainline pumps at the commissionin including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the w ork in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. | Item 20.B.90 | ||
| 227 | 227 | Supply Fabrication and Erection of temporary pump strainer: 12\" mesh Size 20 | Item 20.B.100 | 3 | EA |
| 228 | 228 | 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 cutt ing 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 join ts of Product Process piping only and not in fire water lines. | Item 20.B.110 | ||
| 229 | 229 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: Up to 30 mm wide x 3 mm thick Copper strip | Item 20.B.120 | 50 | EA |
| 230 | 230 | Hot-tapping works on 12” 150# line size with single stopple: Mobilization of Equipments, Hot Tapping, stopple machine, sandwich valves, welding machine & consumables, cutter housing, stopple housing, stopple head, stopple cutter, pilot drill, cutter holder, Lock O-Ring/Lock O ring plus plugs, LOR/LOR plus plug holder, required skilled, semiskilled, unskilled manpower, includung Supply and Delivery of hot tap & Line stopple fittings, Line Stopple Plug with scarfed nipple /Lock O-Ring plus plugs, Hot Tap Plug with Scarfed Nipple / Lock O-Ring, Buna N Sealing Elements, pressure equalization fittings, LOR/Lock O-Ring plugs, Sealing elements, guide bar, Blind Flanges, other tools, fixtures of required pressure rating for 1 nos. hot tap, all accessories, gaskets, fasteners etc. required to complete the job, inline with enclosed Drawing, Installation of the cutter housing, carrying out Hot tapping with sandwich isolating valve at each end, stoppling, welding, radiography of weld joint etc. providing all assistance for Hot tapping, insertion of the stopple plug and blocking flow in the pipeline section,installation of gas bags, installation of LOR/LOR plus plug, testing, air bleeding, Clearing the area, machines, tools & tackles etc., completing the work in all respect with all materials, consumables, tools, tackles, labour etc. to restore normal operation in line with specification of hot tapping given including all material complete under close supervision and as per the direction of the Site-Engineer / Engineer-in-charge. The rates are inclusive of all manpower, equipent, tools & tackles, consumable etc required to complete the job as per scope of work. | Item 20.B.130 | 1 | EA |
| 231 | 231 | 30 MECHANICAL(DAFFPL T3) | Item 20.C | ||
| 232 | 232 | \"Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of sadd le supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cl eaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all re spect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 20.C.10 | 5 | TO |
| 233 | 233 | \" Supply and Erection of Electroforged Grating: Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gr atings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normally o f size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Plac ing gratings in a replaceable manner bolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance wit h drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 20.C.20 | 5 | TO |
| 234 | 234 | \" Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\" | Item 20.C.30 | 1000 | KG |
| 235 | 235 | \"Painting: Cleaning exposed steel surfaces of piping, 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. priming with one coat of primer and painting the surfaces with two coats 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 20.C.40 | ||
| 236 | 236 | Zinc Ethyl Slicate Primer | Item 20.C.50 | 200 | SQM |
| 237 | 237 | High Build EPOXY MIO | Item 20.C.60 | 200 | SQM |
| 238 | 238 | Isocynate Aliphatic Poly Urethene(PU) | Item 20.C.70 | 200 | SQM |
| 239 | 239 | \"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 (whereverabrasive blast cleaning is not possible) free of dust, grease, mill scales etc. and applying polyurethane coating(PU) using 100% solvent fr ee 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. All materials including supply of paint are in the scope of contractor.\" | Item 20.C.80 | 338 | M2 |
| 240 | 240 | 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 cutt ing 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 join ts of Product Process piping only and not in fire water lines. | Item 20.C.90 | ||
| 241 | 241 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: Up to 30 mm wide x 3 mm thick Copper strip_H1 | Item 20.C.100 | 25 | EA |
| 242 | 242 | \"Hot-Tapping works for 8.625\"OD at Bijawasn DAFFPL T- point. with double stopple arrangement, Mobilization of Equipments, Hot Tapping/stopple machine, Cold cutting machine, sandwich valves, welding machine & consumables, cutter housing, stopple housing, stopple head, stopple cutter, pilot drill, cutter holder, Lock O-Ring plugs, LOR plug holder, required skilled, semiskilled, unskilled manpower, including Supply and Delivery of Line stopple fittings, Line Stopple Plug with scarfed nipple/Lock-O-Ring plugs, Hot Tap fitting, Hot Tap Plug with Scarfed Nipple/Lock O-Ring, Buna N Sealing Elements, 2\" pressure equalization fittings, Lock O-Ring plugs, Sealing elements, guide bar, Flanges, other tools, fixtures of 150# for hot tap/stoppling and hook-up with newly laid line at both ends and filling the section with product and welding of end cap. with all accessories, fittings, flanges, gaskets, fasteners, blind flanges etc. required to complete the job, in line with enclosed tender specification and drawing, cleaning and removal of the coating if required , installation of the cutter housing, carrying out Hot tapping, stoppling, welding, radiography of weld joints etc. Hot tapping and insertion of the stopple plug and blocking flow in the pipeline section for required duration including operation of sandwich valve etc. to facilitate flushing/purging operation, installation of LOR plug, supply of N2 for testing, air bleeding Clearing the area, machines, tools & tackles etc., completing the work in all respect with all materials, consumables, tools, tackles, labour etc. to restore normal operation in line with specification of hot tapping given in Work specifications & as per tender drawings under close supervision and as per the direction of the Site-Engineer / Engineer-in-charge. \" | Item 20.C.110 | 1 | EA |
| 243 | 243 | 40 ELECTRICAL (BIJWASAN) | Item 20.D | ||
| 244 | 244 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly 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 20.D.10 | 15500 | KG |
| 245 | 245 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.D.20 | 195 | M3 |
| 246 | 246 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawing s, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.D.30 | 450 | M2 |
| 247 | 247 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.D.40 | 20 | EA |
| 248 | 248 | 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 t ackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.D.50 | ||
| 249 | 249 | Power cables LT : OD upto 20 mm | Item 20.D.60 | 5 | EA |
| 250 | 250 | Power cables LT : OD above 20 mm and upto 40 mm | Item 20.D.70 | 2 | EA |
| 251 | 251 | Control cables LT : OD upto 20 mm | Item 20.D.80 | 1 | EA |
| 252 | 252 | 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 20.D.90 | 18 | EA |
| 253 | 253 | \"Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper p late terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal / /special backfill , salt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawing s, specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all res pects as per drawing No. :9200-99900-405-030-00. The job shall also include testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" | Item 20.D.100 | 1 | SET |
| 254 | 254 | 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 et c. and as per direction of EIC / Site engineer. | Item 20.D.110 | 5 | EA |
| 255 | 255 | \"EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, layin g the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing g rid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of al l labour, tools, materials, etc. complete in all respect.\" | Item 20.D.120 | ||
| 256 | 256 | 50 mm X 6 mm G.I. earthing strip | Item 20.D.130 | 2000 | M |
| 257 | 257 | 40 mm X 5 mm G.I. earthing strip | Item 20.D.140 | 60 | M |
| 258 | 258 | 25mm x 3 mm copper flat | Item 20.D.150 | 10 | M |
| 259 | 259 | GI wire (8 SWG) | Item 20.D.160 | 690 | M |
| 260 | 260 | GI wire / rope 10 mm diameter | Item 20.D.170 | 100 | M |
| 261 | 261 | Copper cable as per specifications - 10 Sq.mm | Item 20.D.180 | 540 | EA |
| 262 | 262 | Copper cable as per specifications - 100/95 Sq.mm | Item 20.D.190 | 110 | M |
| 263 | 263 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge. | Item 20.D.200 | ||
| 264 | 264 | 25 mm | Item 20.D.210 | 50 | M |
| 265 | 265 | 37 mm | Item 20.D.220 | 54 | M |
| 266 | 266 | 50 mm | Item 20.D.230 | 70 | M |
| 267 | 267 | 100 mm | Item 20.D.240 | 22 | M |
| 268 | 268 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton 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 20.D.250 | 5250 | KG |
| 269 | 269 | \"FLP/WP PUSH BUTTON STATION : Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved make with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricating, earthing the supporting s tructure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directio ns of the Site Engineer/Engineer-in-charge.\" | Item 20.D.260 | ||
| 270 | 270 | With Ammeter | Item 20.D.270 | 1 | EA |
| 271 | 271 | Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). | Item 20.D.280 | 2 | EA |
| 272 | 272 | Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. | Item 20.D.290 | 1 | EA |
| 273 | 273 | \"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, prov iding 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 20.D.300 | 15 | EA |
| 274 | 274 | \"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 ho les 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 20.D.310 | 10 | EA |
| 275 | 275 | \"Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, ho oks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per spec ifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respect s.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given i n the specifications.\" | Item 20.D.320 | ||
| 276 | 276 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 2x26W CF L well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchg ears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck porti on of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof jun ction box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arra ngement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job com plete in all respects as per specifications, drawings and instructions of EIC / Site engineer. | Item 20.D.330 | 3 | EA |
| 277 | 277 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S .458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer. | Item 20.D.340 | ||
| 278 | 278 | 300 mm dia | Item 20.D.350 | 45 | M |
| 279 | 279 | Supply,fixing and erection of modular cable transit MCT for cable entry to building in proper frame including supply of peelable typ e,spare block,stay plates, compression wedgs etc with all accessories as per specification considering 20% min spare in each module to be installed as per instruction of engineer in charge/site engineer | Item 20.D.360 | ||
| 280 | 280 | Galvanised mild steel frame-with packing space of min.120 X 240 mm with multi diameter blocks and accessories with peeling off arran gement to adjust cable sizes from 3.5 mm to 99 mm outer dia | Item 20.D.370 | 1 | EA |
| 281 | 281 | Galvanised mild steel frame-with packing space of min.120 X 180 mm with multi diameter blocks and accessories with peeling off arran gement to adjust cable sizes from 3.5 mm to 99 mm outer dia | Item 20.D.380 | 1 | EA |
| 282 | 282 | 50 ELECTRICAL (DAFFPL T3) | Item 20.E | ||
| 283 | 283 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly 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 20.E.10 | 2400 | KG |
| 284 | 284 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.E.20 | 70 | M3 |
| 285 | 285 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawing s, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.E.30 | 265 | M2 |
| 286 | 286 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.E.40 | 20 | EA |
| 287 | 287 | 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 t ackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 20.E.50 | ||
| 288 | 288 | Power cables LT : OD upto 20 mm | Item 20.E.60 | 2 | EA |
| 289 | 289 | Power cables LT : OD above 20 mm and upto 40 mm | Item 20.E.70 | 1 | EA |
| 290 | 290 | 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 20.E.80 | 15 | EA |
| 291 | 291 | \"Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper p late terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal / /special backfill , salt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawing s, specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all res pects as per drawing No. :9200-99900-405-030-00. The job shall also include testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" | Item 20.E.90 | 1 | SET |
| 292 | 292 | 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 et c. and as per direction of EIC / Site engineer. | Item 20.E.100 | 3 | EA |
| 293 | 293 | \"EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, layin g the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing g rid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of al l labour, tools, materials, etc. complete in all respect.\" | Item 20.E.110 | ||
| 294 | 294 | 50 mm X 6 mm G.I. earthing strip | Item 20.E.120 | 1400 | M |
| 295 | 295 | 40 mm X 5 mm G.I. earthing strip | Item 20.E.130 | 120 | M |
| 296 | 296 | 25mm x 3 mm copper flat | Item 20.E.140 | 10 | M |
| 297 | 297 | GI wire (8 SWG) | Item 20.E.150 | 350 | M |
| 298 | 298 | Copper cable as per specifications - 10 Sq.mm | Item 20.E.160 | 220 | EA |
| 299 | 299 | Copper cable as per specifications - 100/95 Sq.mm | Item 20.E.170 | 110 | M |
| 300 | 300 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge. | Item 20.E.180 | ||
| 301 | 301 | 25 mm | Item 20.E.190 | 50 | M |
| 302 | 302 | 37 mm | Item 20.E.200 | 24 | M |
| 303 | 303 | 50 mm | Item 20.E.210 | 40 | M |
| 304 | 304 | 100 mm | Item 20.E.220 | 16 | M |
| 305 | 305 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton 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 20.E.230 | 2100 | KG |
| 306 | 306 | Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). | Item 20.E.240 | 1 | EA |
| 307 | 307 | Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. | Item 20.E.250 | 1 | EA |
| 308 | 308 | \"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, prov iding 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 20.E.260 | 5 | EA |
| 309 | 309 | \"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 ho les 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 20.E.270 | 5 | EA |
| 310 | 310 | \"Point wiring Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade i ncluding earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC con duit 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 fro m D.B. to switchboard as required is also in the scope of the contractor.\" | Item 20.E.280 | ||
| 311 | 311 | 1 light point controlled by 1 switch. | Item 20.E.290 | 2 | EA |
| 312 | 312 | 2 light points controlled by 1 switch | Item 20.E.300 | 1 | EA |
| 313 | 313 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. | Item 20.E.310 | 2 | EA |
| 314 | 314 | \"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 20.E.320 | 2 | EA |
| 315 | 315 | 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 specif ications and drawings | Item 20.E.330 | 2 | EA |
| 316 | 316 | \"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 conducto r wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated conti nuity 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 multip le exhaust fans in one circuit. \" | Item 20.E.340 | 2 | EA |
| 317 | 317 | \"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 20.E.350 | ||
| 318 | 318 | 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 20.E.360 | 1 | EA |
| 319 | 319 | 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 SP N & 7x2 A SPN MCB | Item 20.E.370 | 1 | EA |
| 320 | 320 | \"Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, ho oks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per spec ifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respect s.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given i n the specifications.\" | Item 20.E.380 | ||
| 321 | 321 | LED light fittings, Batten with 2XTLED-TMC501-2X TLED-36 W P3242 or equiavlent approved make with LEDs: Supply and fixing of wall mo unted/ suspended type weather proof light 2XTLED-TMC501-2X TLED or equiavlent approved make with LEDs, 36 W or more. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector bloc ks etc including installation with LED of approved make | Item 20.E.390 | 4 | EA |
| 322 | 322 | BVP410 LED 172 CW HE NB FG S3 XT:Supply and fixing of BVP410 LED 172 CW HE NB FG S3 XT LED 172 W having 17200 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories including installation | Item 20.E.400 | 2 | EA |
| 323 | 323 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 2x26W CF L well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchg ears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck porti on of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof jun ction box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arra ngement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job com plete in all respects as per specifications, drawings and instructions of EIC / Site engineer. | Item 20.E.410 | 2 | EA |
| 324 | 324 | \"Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the followi ng sweep size:- 56\"\" Sweep\" | Item 20.E.420 | 2 | EA |
| 325 | 325 | \"Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of appro ved 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 specifica tions, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.\" | Item 20.E.430 | ||
| 326 | 326 | 12\" Sweep | Item 20.E.440 | 2 | EA |
| 327 | 327 | \"PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after constructi on by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, b ends, 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 20.E.450 | ||
| 328 | 328 | 19 mm | Item 20.E.460 | 150 | M |
| 329 | 329 | 25 mm | Item 20.E.470 | 60 | M |
| 330 | 330 | 32 mm | Item 20.E.480 | 24 | M |
| 331 | 331 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S .458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer. | Item 20.E.490 | ||
| 332 | 332 | 300 mm dia | Item 20.E.500 | 30 | M |
| 333 | 333 | Supply,fixing and erection of modular cable transit MCT for cable entry to building in proper frame including supply of peelable typ e,spare block,stay plates, compression wedgs etc with all accessories as per specification considering 20% min spare in each module to be installed as per instruction of engineer in charge/site engineer | Item 20.E.510 | ||
| 334 | 334 | Galvanised mild steel frame-with packing space of min.120 X 240 mm with multi diameter blocks and accessories with peeling off arran gement to adjust cable sizes from 3.5 mm to 99 mm outer dia | Item 20.E.520 | 1 | EA |
| 335 | 335 | Galvanised mild steel frame-with packing space of min.120 X 180 mm with multi diameter blocks and accessories with peeling off arran gement to adjust cable sizes from 3.5 mm to 99 mm outer dia | Item 20.E.530 | 1 | EA |
| 336 | 336 | 60 OFC WORKS | Item 20.F | ||
| 337 | 337 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement a s per specifications | Item 20.F.10 | 2 | EA |
| 338 | 338 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair capacity with mounting arrangements as per specification. | Item 20.F.20 | 2 | EA |
| 339 | 339 | 70 INSTRUMENTATION WORKS | Item 20.G | ||
| 340 | 340 | 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 20.G.10 | 1 | EA |
| 341 | 341 | 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 20.G.20 | 15 | EA |
| 342 | 342 | 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 20.G.30 | 14 | EA |
| 343 | 343 | INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the dir ections of Engineer in-charge/ Site engineer and drawings. | Item 20.G.40 | 2 | EA |
| 344 | 344 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. | Item 20.G.50 | 3 | EA |
| 345 | 345 | 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 20.G.60 | 2 | EA |
| 346 | 346 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. | Item 20.G.70 | 6 | EA |
| 347 | 347 | INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer. | Item 20.G.80 | 2 | EA |
| 348 | 348 | INSTALLATION OF LEVEL TRANSMITTER: Installation and testing of Level Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks etc. along with tank bottom display (having independent stand, c anopy etc.) as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawi ngs. in-charge/ Site Engineer. | Item 20.G.90 | 1 | EA |
| 349 | 349 | INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawin gs, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in test ing and commissioning of Level Switch (LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recomme ndations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. | Item 20.G.100 | 1 | EA |
| 350 | 350 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter su pplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making str uctural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends . Mounting the junction boxes as per drawings,manufacturer's instructions, specification and direction/instruction of engineer in-ch arge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-f lame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS pl ates painting, glanding, ferruling complete in all respect. | Item 20.G.110 | 4 | EA |
| 351 | 351 | INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fab rication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as per vendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for pa neland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends. | Item 20.G.120 | 2 | EA |
| 352 | 352 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects. | Item 20.G.130 | 25 | EA |
| 353 | 353 | 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 20.G.140 | 38 | EA |
| 354 | 354 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control p anel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement con crete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. | Item 20.G.150 | 6 | EA |
| 355 | 355 | INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level sw itches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as p ressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in elect rical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of local control system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including cos t of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatabl e size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting o f junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work in cludes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping un it.. | Item 20.G.160 | 3 | SET |
| 356 | 356 | 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, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, 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 resp ects.The indicated quantity is cumulative weight of panels. | Item 20.G.170 | 2000 | KG |
| 357 | 357 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wh erever required. | Item 20.G.180 | 500 | KG |
| 358 | 358 | SUPPLY:Bijwasan Delhi ATF Pipeline-CSW | Item 00030 | ||
| 359 | 359 | 10 MECHANICAL(BIJWASAN) | Item 30.A | ||
| 360 | 360 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document. | Item 30.A.10 | ||
| 361 | 361 | 18\" 150# | Item 30.A.20 | 14 | EA |
| 362 | 362 | 16\" 150# | Item 30.A.30 | 19 | EA |
| 363 | 363 | 14\" 150# | Item 30.A.40 | 17 | EA |
| 364 | 364 | 12\" 150# | Item 30.A.50 | 60 | EA |
| 365 | 365 | 10\"x150# | Item 30.A.60 | 2 | EA |
| 366 | 366 | 8\"x150# | Item 30.A.70 | 3 | EA |
| 367 | 367 | 6\"x150# | Item 30.A.80 | 11 | EA |
| 368 | 368 | 4\"x150# | Item 30.A.90 | 13 | EA |
| 369 | 369 | 3\"x150# | Item 30.A.100 | 17 | EA |
| 370 | 370 | 2\"x150# | Item 30.A.110 | 59 | EA |
| 371 | 371 | 1\"x150# | Item 30.A.120 | 54 | EA |
| 372 | 372 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. | Item 30.A.130 | ||
| 373 | 373 | 1.125\" Dia. X 6.50\" Long for 18\" x 150# Flange | Item 30.A.140 | 336 | EA |
| 374 | 374 | 1.0\" Dia. X 6.0\" Long for 16\" x 150# Flange | Item 30.A.150 | 380 | EA |
| 375 | 375 | 1.0\" Dia. X 6.0\" Long for 14\" x 150# Flange | Item 30.A.160 | 340 | EA |
| 376 | 376 | 0.875\" Dia. X 5.50\" Long for 12\" x 150# Flange | Item 30.A.170 | 720 | EA |
| 377 | 377 | 0.875\" Dia. X 5.25\" Long for 10\" x 150# Flange | Item 30.A.180 | 24 | EA |
| 378 | 378 | 0.750\" Dia. X 4.75\" Long for 8\" x 150# Flange | Item 30.A.190 | 24 | EA |
| 379 | 379 | 0.750\" Dia. X 4.50\" Long for 6\" x 150# Flange | Item 30.A.200 | 88 | EA |
| 380 | 380 | 0.625\" Dia. X 4.0\" Long for 4\" x 150# Flange | Item 30.A.210 | 104 | EA |
| 381 | 381 | 0.625\" Dia. X 4.0\" Long for 3\" x 150# Flange | Item 30.A.220 | 68 | EA |
| 382 | 382 | 0.625\" Dia. X 3.75\" Long for 2\" x 150# Flange | Item 30.A.230 | 236 | EA |
| 383 | 383 | 0.500\" Dia. X 3.00\" Long for 1\" x 150# Flange | Item 30.A.240 | 216 | EA |
| 384 | 384 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - WNRF | Item 30.A.250 | ||
| 385 | 385 | 18\" 150# | Item 30.A.260 | 13 | EA |
| 386 | 386 | 16\" 150# | Item 30.A.270 | 20 | EA |
| 387 | 387 | 14\" 150# | Item 30.A.280 | 20 | EA |
| 388 | 388 | 12\" 150# | Item 30.A.290 | 51 | EA |
| 389 | 389 | 10\"x150# | Item 30.A.300 | 1 | EA |
| 390 | 390 | 8\"x150# | Item 30.A.310 | 1 | EA |
| 391 | 391 | 6\"x150# | Item 30.A.320 | 13 | EA |
| 392 | 392 | 4\"x150# | Item 30.A.330 | 8 | EA |
| 393 | 393 | 3\"x150# | Item 30.A.340 | 10 | EA |
| 394 | 394 | 2\"x150# | Item 30.A.350 | 65 | EA |
| 395 | 395 | 1\"x150# | Item 30.A.360 | 65 | EA |
| 396 | 396 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - BLRF | Item 30.A.370 | ||
| 397 | 397 | 18\" 150# | Item 30.A.380 | 5 | EA |
| 398 | 398 | 16\" 150# | Item 30.A.390 | 5 | EA |
| 399 | 399 | 14\" 150# | Item 30.A.400 | 3 | EA |
| 400 | 400 | 12\" 150# | Item 30.A.410 | 3 | EA |
| 401 | 401 | 10\"x150# | Item 30.A.420 | 1 | EA |
| 402 | 402 | 8\"x150# | Item 30.A.430 | 3 | EA |
| 403 | 403 | 6\"x150# | Item 30.A.440 | 1 | EA |
| 404 | 404 | 4\"x150# | Item 30.A.450 | 1 | EA |
| 405 | 405 | 3\"x150# | Item 30.A.460 | 13 | EA |
| 406 | 406 | 2\"x150# | Item 30.A.470 | 13 | EA |
| 407 | 407 | 1\"x150# | Item 30.A.480 | 7 | EA |
| 408 | 408 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - SORF | Item 30.A.490 | ||
| 409 | 409 | 12\" 150# | Item 30.A.500 | 26 | EA |
| 410 | 410 | 4\" 150# | Item 30.A.510 | 8 | EA |
| 411 | 411 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - UnEqual TEE | Item 30.A.520 | ||
| 412 | 412 | 16\"x 14\" ANSI 150# UnEqual Tee | Item 30.A.530 | 2 | EA |
| 413 | 413 | 16\"x 12\" ANSI 150# UnEqual Tee | Item 30.A.540 | 13 | EA |
| 414 | 414 | 4\" x 3\" ANSI 150# Un Equal Tee | Item 30.A.550 | 2 | EA |
| 415 | 415 | 3\" x 2\" ANSI 150# Un Equal Tee | Item 30.A.560 | 15 | EA |
| 416 | 416 | 3\" x 1\" ANSI 150# Un Equal Tee | Item 30.A.570 | 5 | EA |
| 417 | 417 | 2\" x 1\" ANSI 150# Un Equal Tee | Item 30.A.580 | 10 | EA |
| 418 | 418 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Equal TEE | Item 30.A.590 | ||
| 419 | 419 | 18\" ANSI 150# | Item 30.A.600 | 5 | EA |
| 420 | 420 | 16\" ANSI 150# | Item 30.A.610 | 1 | EA |
| 421 | 421 | 14\" ANSI 150# | Item 30.A.620 | 1 | EA |
| 422 | 422 | 12\" ANSI 150# | Item 30.A.630 | 4 | EA |
| 423 | 423 | 4\" ANSI 150# | Item 30.A.640 | 2 | EA |
| 424 | 424 | 3\" ANSI 150# | Item 30.A.650 | 10 | EA |
| 425 | 425 | 2\" ANSI 150# | Item 30.A.660 | 15 | EA |
| 426 | 426 | 1\" ANSI 150# | Item 30.A.670 | 5 | EA |
| 427 | 427 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - LR Bends | Item 30.A.680 | ||
| 428 | 428 | 18\" 150 Sr. 90 deg LR Bends | Item 30.A.690 | 5 | EA |
| 429 | 429 | 16\" 150 Sr. 90 deg LR Bends | Item 30.A.700 | 30 | EA |
| 430 | 430 | 14\" 150 Sr. 90 deg LR Bends | Item 30.A.710 | 6 | EA |
| 431 | 431 | 12\" 150 Sr. 90 deg LR Bends | Item 30.A.720 | 12 | EA |
| 432 | 432 | 10\" 150 Sr. 90 deg LR Bends | Item 30.A.730 | 1 | EA |
| 433 | 433 | 8\" 150 Sr. 90 deg LR Bends | Item 30.A.740 | 2 | EA |
| 434 | 434 | 4\" 150 Sr. 90 deg LR Bends | Item 30.A.750 | 4 | EA |
| 435 | 435 | 3\" 150# 90 deg LR Bends | Item 30.A.760 | 10 | EA |
| 436 | 436 | 2\" 150# 90 deg LR Bends | Item 30.A.770 | 20 | EA |
| 437 | 437 | 1\" 150# 90 deg LR Bends | Item 30.A.780 | 20 | EA |
| 438 | 438 | 18\" 150 Sr. 45 deg LR Bends | Item 30.A.790 | 1 | EA |
| 439 | 439 | 16\" 150 Sr. 45 deg LR Bends | Item 30.A.800 | 10 | EA |
| 440 | 440 | 14\" 150 Sr. 45 deg LR Bends | Item 30.A.810 | 1 | EA |
| 441 | 441 | 12\" 150 Sr. 45 deg LR Bends | Item 30.A.820 | 2 | EA |
| 442 | 442 | 10\" 150 Sr. 45 deg LR Bends | Item 30.A.830 | 1 | EA |
| 443 | 443 | 8\" 150 Sr. 45 deg LR Bends | Item 30.A.840 | 2 | EA |
| 444 | 444 | 4\" 150 Sr. 45 deg LR Bends | Item 30.A.850 | 2 | EA |
| 445 | 445 | 3\" 150# 45 deg LR Bends | Item 30.A.860 | 5 | EA |
| 446 | 446 | 2\" 150# 45 deg LR Bends | Item 30.A.870 | 2 | EA |
| 447 | 447 | 1\" 150# 45 deg LR Bends | Item 30.A.880 | 2 | EA |
| 448 | 448 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Reducers | Item 30.A.890 | ||
| 449 | 449 | 16\"x12\" x Concentric Reducer x 150# | Item 30.A.900 | 4 | EA |
| 450 | 450 | 14\"x12\" x Concentric Reducer x 150# | Item 30.A.910 | 3 | EA |
| 451 | 451 | 12\"x8\" x Concentric Reducer x 150# | Item 30.A.920 | 2 | EA |
| 452 | 452 | 12\"x6\" x Concentric Reducer x 150# | Item 30.A.930 | 4 | EA |
| 453 | 453 | 6\"x4\" x Concentric Reducer X 150# | Item 30.A.940 | 4 | EA |
| 454 | 454 | 6\"x3\" x Concentric Reducer X 150# | Item 30.A.950 | 5 | EA |
| 455 | 455 | 6\" x 2\" CR x 150# | Item 30.A.960 | 3 | EA |
| 456 | 456 | 4\"x3\" x Concentric Reducer X 150# | Item 30.A.970 | 2 | EA |
| 457 | 457 | 3\"x2\" x Concentric Reducer X 150# | Item 30.A.980 | 2 | EA |
| 458 | 458 | 12\"x6\" x Eccentric Reducer x 150# | Item 30.A.990 | 1 | EA |
| 459 | 459 | 14\"x12\" x Eccentric Reducer x 150# | Item 30.A.1000 | 1 | EA |
| 460 | 460 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Half Coupling & Nipple | Item 30.A.1010 | ||
| 461 | 461 | 1\" size 3000# St. NIPPLE | Item 30.A.1020 | 50 | EA |
| 462 | 462 | 1\" 3000# HALF COUPLING | Item 30.A.1030 | 50 | EA |
| 463 | 463 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Weld-o-let | Item 30.A.1040 | ||
| 464 | 464 | 16\"x 2\"X150# Weld-o-let | Item 30.A.1050 | 6 | EA |
| 465 | 465 | 14\"x 2\"X150# Weld-o-let | Item 30.A.1060 | 2 | EA |
| 466 | 466 | 12\"x2\"x150# Weld-o-let | Item 30.A.1070 | 8 | EA |
| 467 | 467 | 10\"x2\"x150# Weld-o-let | Item 30.A.1080 | 1 | EA |
| 468 | 468 | Supply of ASTM A106 Gr.B pipes at respective stations as per Station wise Break up of material supply and as per technical specifi cations from approved vendors specified in tender document. | Item 30.A.1090 | ||
| 469 | 469 | 6.625\" OD x 0.280\"WT ASTM A 106 Gr B bare Pipe | Item 30.A.1100 | 10 | M |
| 470 | 470 | 4.5\" ODx 0.237\" WT ASTM A 106 Gr B bare Pipe | Item 30.A.1110 | 35 | M |
| 471 | 471 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B | Item 30.A.1120 | 175 | M |
| 472 | 472 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B bare pipe | Item 30.A.1130 | 175 | M |
| 473 | 473 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B Bare pipe | Item 30.A.1140 | 125 | M |
| 474 | 474 | Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating at respective stations as per Station wise Break up of mat erial supply and as per technical specifications from approved vendors specified in tender document. | Item 30.A.1150 | ||
| 475 | 475 | 12.75\" OD x 0.25\" WT IS:3589 FE410 Pipe | Item 30.A.1160 | 150 | M |
| 476 | 476 | 4.5\" ODx 0.237\" WT A 106 Gr B Pipe bare | Item 30.A.1170 | 25 | EA |
| 477 | 477 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document -FOR FIRE WATER NETWORK: | Item 30.A.1180 | ||
| 478 | 478 | 12\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 30.A.1190 | 2 | EA |
| 479 | 479 | 4\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 30.A.1200 | 4 | EA |
| 480 | 480 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: BS-1873 GLOBE Valve | Item 30.A.1210 | ||
| 481 | 481 | 12\" 150#, F/F | Item 30.A.1220 | 1 | EA |
| 482 | 482 | 2\" 150# F/F | Item 30.A.1230 | 1 | EA |
| 483 | 483 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document:API 6D / BS-18 68 Swing Check Valve | Item 30.A.1240 | ||
| 484 | 484 | 14\" 150# NRV API 6D | Item 30.A.1250 | 3 | EA |
| 485 | 485 | 12\" 150# NRV API 6D | Item 30.A.1260 | 1 | EA |
| 486 | 486 | 2\"x ANSI 600# F/F BS-1868 | Item 30.A.1270 | 2 | EA |
| 487 | 487 | Supply and delivery of API 6D/ BS 5351 Ball Valve HOV for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 30.A.1280 | ||
| 488 | 488 | 3\"x ANSI 150# HOV F/F API 6D Ball Valve | Item 30.A.1290 | 1 | EA |
| 489 | 489 | 2\"x ANSI 150# HOV F/F API 6D Ball Valve | Item 30.A.1300 | 20 | EA |
| 490 | 490 | 2\" x ANSI 150# HOV W/W API 6D Ball valve | Item 30.A.1310 | 5 | EA |
| 491 | 491 | 1\" x 800# Ball valve HOV W/W BS 5351 | Item 30.A.1320 | 40 | EA |
| 492 | 492 | 1\" F/F ANSI 600# A/G, BALL VALVE BS 5351 | Item 30.A.1330 | 5 | EA |
| 493 | 493 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: Thermal Relief Valve | Item 30.A.1340 | ||
| 494 | 494 | 1\" x 1\" 150# x150# F/F TRV | Item 30.A.1350 | 10 | EA |
| 495 | 495 | \"Vertical centrifugal pumping unit (API610-VS1 type) with pump, frame, Mechanical seal, coupling between pump & motor, coupling guard between pump & motor , weather proof & Flame proof motor complete as per specification with companion flanges (WNRF) spares and assisting during Commissioning . Q=8 m3/hr, H=60 MCL at Discharge Nozzle \" | Item 30.A.1360 | ||
| 496 | 496 | Q=8 m3/hr, H=60 MCL | Item 30.A.1370 | 1 | EA |
| 497 | 497 | Supply and delivery of 10 KL FRP Sump tank at respective stations as per Station wise Break up of material supply and as per tech nical specifications from approved vendors specified in tender document. Cost shall be inclusive of all chages including charges fo r inpsection of materials by approved TPI, Taxes etc. | Item 30.A.1380 | ||
| 498 | 498 | 10 KL FRP Sump tank | Item 30.A.1390 | 1 | EA |
| 499 | 499 | Supply of Fire Fighting Monitor/hydrant | Item 30.A.1400 | ||
| 500 | 500 | Supply of Fire Fighting Monitor/hydrant: High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flang e of 4\" X 150# _P.2 | Item 30.A.1410 | 1 | EA |
| 501 | 501 | Supply of Fire Fighting Monitor/hydrant: Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange _P.3 | Item 30.A.1420 | 4 | EA |
| 502 | 502 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. | Item 30.A.1430 | ||
| 503 | 503 | 10 kg DCP Extinguisher | Item 30.A.1440 | 3 | EA |
| 504 | 504 | 6.8 kg CO2 Extinguisher | Item 30.A.1450 | 2 | EA |
| 505 | 505 | 4.5 kg CO2 Extinguisher | Item 30.A.1460 | 1 | EA |
| 506 | 506 | 2 kg CO2 Extinguisher | Item 30.A.1470 | 2 | EA |
| 507 | 507 | 2 kg clean agent extinguishers IS 15683 Marked | Item 30.A.1480 | 1 | EA |
| 508 | 508 | Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle | Item 30.A.1490 | 2 | EA |
| 509 | 509 | Type B Delivery Hoses of 15 M length bearing IS-636 mark | Item 30.A.1500 | 1 | EA |
| 510 | 510 | First Aid Box with Snake serum | Item 30.A.1510 | 1 | EA |
| 511 | 511 | Safety Helmet | Item 30.A.1520 | 2 | EA |
| 512 | 512 | Strecher WITH BLANKET | Item 30.A.1530 | 2 | EA |
| 513 | 513 | . Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg | Item 30.A.1540 | 3 | EA |
| 514 | 514 | CO2 cartridge - 200 gm capacity for 9 kg | Item 30.A.1550 | 2 | EA |
| 515 | 515 | Corrosion Coupon: Supply of TOR Fitting Complete With Plug & Cap and Full bore Threaded Ball Valve. | Item 30.A.1560 | ||
| 516 | 516 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 150# full bore threaded ball/gate valve. 2\" Thread-O-Ring fitting consis ts of 2\" nipple (spool piece), cap, o-ring and plug & 2\" 150# full bore threaded ball valve as per Technical Specifications indicate d in tender documents. | Item 30.A.1570 | 1 | EA |
| 517 | 517 | RETRACTABLE CORROSION COUPON HOLDER, FOR 16\" PIPE | Item 30.A.1580 | 1 | EA |
| 518 | 518 | END FUNNEL:Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supply and as per tec hnical specifications from approved vendors specified in tender document: 6\" x 2\" ANSI 150# END FUNNEL | Item 30.A.1590 | 2 | EA |
| 519 | 519 | 20 MECHANICAL(DAFFPL T3) | Item 30.B | ||
| 520 | 520 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document. | Item 30.B.10 | ||
| 521 | 521 | 16\" 150# | Item 30.B.20 | 12 | EA |
| 522 | 522 | 12\" 150# | Item 30.B.30 | 18 | EA |
| 523 | 523 | 10\"x150# | Item 30.B.40 | 2 | EA |
| 524 | 524 | 8\"x150# | Item 30.B.50 | 4 | EA |
| 525 | 525 | 6\"x150# | Item 30.B.60 | 10 | EA |
| 526 | 526 | 4\"x150# | Item 30.B.70 | 22 | EA |
| 527 | 527 | 3\"x150# | Item 30.B.80 | 15 | EA |
| 528 | 528 | 2\"x150# | Item 30.B.90 | 35 | EA |
| 529 | 529 | 1\"x150# | Item 30.B.100 | 30 | EA |
| 530 | 530 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. | Item 30.B.110 | ||
| 531 | 531 | 1.0\" Dia. X 6.0\" Long for 16\" x 150# Flange | Item 30.B.120 | 240 | EA |
| 532 | 532 | 0.875\" Dia. X 5.50\" Long for 12\" x 150# Flange | Item 30.B.130 | 216 | EA |
| 533 | 533 | 0.875\" Dia. X 5.25\" Long for 10\" x 150# Flange | Item 30.B.140 | 24 | EA |
| 534 | 534 | 0.750\" Dia. X 4.75\" Long for 8\" x 150# Flange | Item 30.B.150 | 32 | EA |
| 535 | 535 | 0.750\" Dia. X 4.50\" Long for 6\" x 150# Flange | Item 30.B.160 | 80 | EA |
| 536 | 536 | 0.625\" Dia. X 4.0\" Long for 4\" x 150# Flange | Item 30.B.170 | 176 | EA |
| 537 | 537 | 0.625\" Dia. X 4.0\" Long for 3\" x 150# Flange | Item 30.B.180 | 60 | EA |
| 538 | 538 | 0.625\" Dia. X 3.75\" Long for 2\" x 150# Flange | Item 30.B.190 | 140 | EA |
| 539 | 539 | 0.500\" Dia. X 3.00\" Long for 1\" x 150# Flange | Item 30.B.200 | 120 | EA |
| 540 | 540 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - WNRF | Item 30.B.210 | ||
| 541 | 541 | 16\" 150# | Item 30.B.220 | 13 | EA |
| 542 | 542 | 12\" 150# | Item 30.B.230 | 21 | EA |
| 543 | 543 | 10\"x150# | Item 30.B.240 | 1 | EA |
| 544 | 544 | 8\"x150# | Item 30.B.250 | 4 | EA |
| 545 | 545 | 6\"x150# | Item 30.B.260 | 12 | EA |
| 546 | 546 | 4\"x150# | Item 30.B.270 | 26 | EA |
| 547 | 547 | 3\"x150# | Item 30.B.280 | 13 | EA |
| 548 | 548 | 2\"x150# | Item 30.B.290 | 39 | EA |
| 549 | 549 | 1\"x150# | Item 30.B.300 | 33 | EA |
| 550 | 550 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - BLRF | Item 30.B.310 | ||
| 551 | 551 | 16\" 150# | Item 30.B.320 | 3 | EA |
| 552 | 552 | 12\" 150# | Item 30.B.330 | 3 | EA |
| 553 | 553 | 10\"x150# | Item 30.B.340 | 1 | EA |
| 554 | 554 | 8\"x150# | Item 30.B.350 | 1 | EA |
| 555 | 555 | 6\"x150# | Item 30.B.360 | 1 | EA |
| 556 | 556 | 4\"x150# | Item 30.B.370 | 3 | EA |
| 557 | 557 | 3\"x150# | Item 30.B.380 | 7 | EA |
| 558 | 558 | 2\"x150# | Item 30.B.390 | 7 | EA |
| 559 | 559 | 1\"x150# | Item 30.B.400 | 7 | EA |
| 560 | 560 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - UnEqual TEE | Item 30.B.410 | ||
| 561 | 561 | 16\"x8\"150# (Cross bar) | Item 30.B.420 | 1 | EA |
| 562 | 562 | 16\"x 12\" ANSI 150 # | Item 30.B.430 | 2 | EA |
| 563 | 563 | 16\"x 8\" ANSI 150 # | Item 30.B.440 | 1 | EA |
| 564 | 564 | 4\"x 3\"ANSI 150# | Item 30.B.450 | 2 | EA |
| 565 | 565 | 3\"x 2\"ANSI 150# | Item 30.B.460 | 15 | EA |
| 566 | 566 | 3\"x 1\"ANSI 150# | Item 30.B.470 | 5 | EA |
| 567 | 567 | 2\"x 1\"ANSI 150# | Item 30.B.480 | 10 | EA |
| 568 | 568 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Equal TEE | Item 30.B.490 | ||
| 569 | 569 | 16\" ANSI 150# | Item 30.B.500 | 1 | EA |
| 570 | 570 | 12\" ANSI 150# | Item 30.B.510 | 4 | EA |
| 571 | 571 | 4\" ANSI 150# | Item 30.B.520 | 2 | EA |
| 572 | 572 | 3\" ANSI 150# | Item 30.B.530 | 10 | EA |
| 573 | 573 | 2\" ANSI 150# | Item 30.B.540 | 15 | EA |
| 574 | 574 | 1\" ANSI 150# | Item 30.B.550 | 5 | EA |
| 575 | 575 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - LR Bends | Item 30.B.560 | ||
| 576 | 576 | 16\" 150 Sr. 90 deg LR Bends | Item 30.B.570 | 10 | EA |
| 577 | 577 | 12\" 150 Sr. 90 deg LR Bends | Item 30.B.580 | 4 | EA |
| 578 | 578 | 10\" 150 Sr. 90 deg LR Bends | Item 30.B.590 | 1 | EA |
| 579 | 579 | 8\" 150 Sr. 90 deg LR Bends | Item 30.B.600 | 1 | EA |
| 580 | 580 | 6\" 150 Sr. 90 deg LR Bends | Item 30.B.610 | 5 | EA |
| 581 | 581 | 4\" 150 Sr. 90 deg LR Bends | Item 30.B.620 | 4 | EA |
| 582 | 582 | 3\" 150# 90 deg LR Bends | Item 30.B.630 | 10 | EA |
| 583 | 583 | 2\" 150# 90 deg LR Bends | Item 30.B.640 | 20 | EA |
| 584 | 584 | 1\" 150# 90 deg LR Bends | Item 30.B.650 | 20 | EA |
| 585 | 585 | 16\" 150 Sr. 45 deg LR Bends | Item 30.B.660 | 10 | EA |
| 586 | 586 | 10\" 150 Sr. 45 deg LR Bends | Item 30.B.670 | 1 | EA |
| 587 | 587 | 8\" 150 Sr. 45 deg LR Bends | Item 30.B.680 | 2 | EA |
| 588 | 588 | 6\" 150 Sr. 45 deg LR Bends | Item 30.B.690 | 4 | EA |
| 589 | 589 | 4\" 150 Sr. 45 deg LR Bends | Item 30.B.700 | 2 | EA |
| 590 | 590 | 3\" 150# 45 deg LR Bends | Item 30.B.710 | 5 | EA |
| 591 | 591 | 2\" 150# 45 deg LR Bends | Item 30.B.720 | 2 | EA |
| 592 | 592 | 1\" 150# 45 deg LR Bends | Item 30.B.730 | 2 | EA |
| 593 | 593 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Reducers | Item 30.B.740 | ||
| 594 | 594 | 16\"x 12\" x CR x 150# | Item 30.B.750 | 4 | EA |
| 595 | 595 | 12\"x 6\" x CR x 150# | Item 30.B.760 | 4 | EA |
| 596 | 596 | 6\" X 4\" CR 150# | Item 30.B.770 | 4 | EA |
| 597 | 597 | 6\" X 3\" CR 150# | Item 30.B.780 | 4 | EA |
| 598 | 598 | 4\" x 3\" CR x 150# | Item 30.B.790 | 2 | EA |
| 599 | 599 | 3\" x 2\" CR x 150# | Item 30.B.800 | 2 | EA |
| 600 | 600 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Half Coupling & Nipple | Item 30.B.810 | ||
| 601 | 601 | 1\" size 3000# St. NIPPLE_F.1 | Item 30.B.820 | 50 | EA |
| 602 | 602 | 1\" 3000# HALF COUPLING _F.2 | Item 30.B.830 | 50 | EA |
| 603 | 603 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Weld-o-let | Item 30.B.840 | ||
| 604 | 604 | 16\"x 2\"X150# Weld-o-let | Item 30.B.850 | 4 | EA |
| 605 | 605 | 12\"x2\"x150# Weld-o-let | Item 30.B.860 | 4 | EA |
| 606 | 606 | 10\"x2\"x150# Weld-o-let | Item 30.B.870 | 1 | EA |
| 607 | 607 | Supply of ASTM A106 Gr.B pipes at respective stations as per Station wise Break up of material supply and as per technical specific ations from approved vendors specified in tender document. | Item 30.B.880 | ||
| 608 | 608 | 6.625\" OD x 0.280\"WT ASTM A 106 Gr B bare Pipe | Item 30.B.890 | 50 | M |
| 609 | 609 | 4.5\" ODx 0.237\" WT ASTM A 106 Gr B bare Pipe | Item 30.B.900 | 50 | M |
| 610 | 610 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B | Item 30.B.910 | 85 | M |
| 611 | 611 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B bare pipe | Item 30.B.920 | 85 | M |
| 612 | 612 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B Bare pipe | Item 30.B.930 | 100 | M |
| 613 | 613 | Supply and delivery of API 6D/ BS 5351 Ball Valve HOV for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 30.B.940 | ||
| 614 | 614 | 2\"x ANSI 150# HOV F/F API 6D Ball Valve | Item 30.B.950 | 4 | EA |
| 615 | 615 | 2\" x ANSI 150# HOV W/W API 6D Ball valve | Item 30.B.960 | 5 | EA |
| 616 | 616 | 1\" x 800# Ball valve HOV W/W BS 5351 | Item 30.B.970 | 10 | EA |
| 617 | 617 | 1\" F/F ANSI 600# A/G, BALL VALVE BS 5351 HOV | Item 30.B.980 | 5 | EA |
| 618 | 618 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: BS-1873 GLOBE Valve | Item 30.B.990 | ||
| 619 | 619 | 12\" 150#, F/F | Item 30.B.1000 | 1 | EA |
| 620 | 620 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: Thermal Relief Valve | Item 30.B.1010 | ||
| 621 | 621 | 1\" x 1\" 150# x150# F/F TRV | Item 30.B.1020 | 5 | EA |
| 622 | 622 | Y-Strainer, 12\" 150# | Item 30.B.1030 | 2 | EA |
| 623 | 623 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. | Item 30.B.1040 | ||
| 624 | 624 | 10 kg DCP Extinguisher | Item 30.B.1050 | 2 | EA |
| 625 | 625 | 6.8 kg CO2 Extinguisher | Item 30.B.1060 | 2 | EA |
| 626 | 626 | 4.5 kg CO2 Extinguisher | Item 30.B.1070 | 1 | EA |
| 627 | 627 | 2 kg CO2 Extinguisher | Item 30.B.1080 | 2 | EA |
| 628 | 628 | First Aid Box with Snake serum | Item 30.B.1090 | 1 | EA |
| 629 | 629 | Safety Helmet | Item 30.B.1100 | 2 | EA |
| 630 | 630 | Strecher WITH BLANKET | Item 30.B.1110 | 2 | EA |
| 631 | 631 | Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg | Item 30.B.1120 | 2 | EA |
| 632 | 632 | CO2 cartridge - 200 gm capacity for 9 kg | Item 30.B.1130 | 2 | EA |
| 633 | 633 | Corrosion Coupon: Supply of TOR Fitting Complete With Plug & Cap and Full bore Threaded Ball Valve. | Item 30.B.1140 | ||
| 634 | 634 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 150# full bore threaded ball/gate valve. 2\" Thread-O-Ring fitting consis ts of 2\" nipple (spool piece), cap, o-ring and plug & 2\" 150# full bore threaded ball valve as per Technical Specifications indicate d in tender documents. | Item 30.B.1150 | 1 | EA |
| 635 | 635 | RETRACTABLE CORROSION COUPON HOLDER, FOR 16\" PIPE | Item 30.B.1160 | 1 | EA |
| 636 | 636 | END FUNNEL:Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supply and as per tec hnical specifications from approved vendors specified in tender document: 6\" x 2\" ANSI 150# END FUNNEL_U.1 | Item 30.B.1170 | 2 | EA |
| 637 | 637 | 30 ELECTRICAL (BIJWASAN) | Item 30.C | ||
| 638 | 638 | INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastom er mats as per specifications. | Item 30.C.10 | ||
| 639 | 639 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 30.C.20 | 8 | EA |
| 640 | 640 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 30.C.30 | 1 | EA |
| 641 | 641 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 30.C.40 | 1 | EA |
| 642 | 642 | Supply of LT Cables (1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheat hed, Stranded, FRLSH, C2, Smoke density<40%) | Item 30.C.50 | ||
| 643 | 643 | CU,6CX2.5 mm²,2XWY | Item 30.C.60 | 1000 | M |
| 644 | 644 | AL,3CX10 mm²,A2XFY | Item 30.C.70 | 39000 | M |
| 645 | 645 | AL,4CX16 mm²,A2XFY | Item 30.C.80 | 1000 | M |
| 646 | 646 | AL,3CX25 mm²,A2XFY | Item 30.C.90 | 1000 | M |
| 647 | 647 | AL,3.5CX70 mm²,A2XFY | Item 30.C.100 | 50 | M |
| 648 | 648 | Supply of 1 no. PMCC Panel at Bijwasan station as per specifications | Item 30.C.110 | 1 | EA |
| 649 | 649 | \"\"\"The flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 wi th 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armour ed cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof an d weatherproof entry plug. 09 Nos. 32A, 3 Pole MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified fo r application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specificati ons. The item includes suply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cabl e. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB a ttached with supply specifications.\"\"\" | Item 30.C.120 | 1 | EA |
| 650 | 650 | 40 ELECTRICAL (DAFFPL T3) | Item 30.D | ||
| 651 | 651 | INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastom er mats as per specifications. | Item 30.D.10 | ||
| 652 | 652 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 30.D.20 | 10 | EA |
| 653 | 653 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 30.D.30 | 1 | EA |
| 654 | 654 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 30.D.40 | 1 | EA |
| 655 | 655 | Supply of LT Cables (1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheat hed, Stranded, FRLSH, C2, Smoke density<40%) | Item 30.D.50 | ||
| 656 | 656 | AL,3CX10 mm²,A2XFY | Item 30.D.60 | 8200 | M |
| 657 | 657 | AL,4CX16 mm²,A2XFY | Item 30.D.70 | 350 | M |
| 658 | 658 | AL,3.5CX25 mm²,A2XFY | Item 30.D.80 | 250 | M |
| 659 | 659 | AL,3.5CX50 mm²,A2XFY | Item 30.D.90 | 350 | M |
| 660 | 660 | Supply of 1 no. MCC Panel at T-3 Terminal Station as per specifications | Item 30.D.100 | 1 | EA |
| 661 | 661 | \"\"\"The flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 wi th 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armour ed cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof an d weatherproof entry plug. 09 Nos. 32A, 3 Pole MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified fo r application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specificati ons. The item includes suply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cabl e. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB a ttached with supply specifications.\"\"\" | Item 30.D.110 | 1 | EA |
| 662 | 662 | 50 OFC WORKS | Item 30.E | ||
| 663 | 663 | Supply of 2 Pair unarmoured Telephone Cable as per specifications | Item 30.E.10 | 1000 | M |
| 664 | 664 | Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 30.E.20 | 200 | M |
| 665 | 665 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 30.E.30 | 200 | M |
| 666 | 666 | Cat 6 UTP (LAN) Networking Cable as per tender specifications | Item 30.E.40 | 1000 | SET |
| 667 | 667 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. | Item 30.E.50 | 20 | M |
| 668 | 668 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate. | Item 30.E.60 | 20 | SET |
| 669 | 669 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 30.E.70 | 4 | SET |
| 670 | 670 | 24 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications | Item 30.E.80 | 4 | EA |
| 671 | 671 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications | Item 30.E.90 | 1000 | M |
| 672 | 672 | 600 VA UPS with battery back-up for LAN switch | Item 30.E.100 | 4 | EA |
| 673 | 673 | 60 INSTRUMENTATION WORKS | Item 30.F | ||
| 674 | 674 | Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender. | Item 30.F.10 | 16 | EA |
| 675 | 675 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3 Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications. | Item 30.F.20 | 14 | EA |
| 676 | 676 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1\"; Left side entry: 3 Nos.- 1/2\"; Right side entry : 3 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. | Item 30.F.30 | 11 | EA |
| 677 | 677 | FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with main unit. | Item 30.F.40 | 6 | EA |
| 678 | 678 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. | Item 30.F.50 | 6 | EA |
| 679 | 679 | Supply of Glands - flame proof and weather proof including EP/WP certificates. Plugs 5/4\" | Item 30.F.60 | 30 | EA |
| 680 | 680 | Supply of Glands - flame proof and weather proof including EP/WP certificates. Plugs 1\" | Item 30.F.70 | 40 | EA |
| 681 | 681 | Supply of Glands - flame proof and weather proof including EP/WP certificates. Plugs 1/2\" | Item 30.F.80 | 60 | EA |
| 682 | 682 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 5/4\" | Item 30.F.90 | 4 | EA |
| 683 | 683 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1\" | Item 30.F.100 | 10 | EA |
| 684 | 684 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1/2\" | Item 30.F.110 | 4 | EA |
| 685 | 685 | Supply of Reducers- flame proof and weather proof including EP/WP certificates. Reducers 1\" to 1/2\" | Item 30.F.120 | 4 | EA |
| 686 | 686 | Supply of Reducers- flame proof and weather proof including EP/WP certificates. Reducers 1\" to 3/4\" | Item 30.F.130 | 4 | EA |
| 687 | 687 | Supply of Reducers- flame proof and weather proof including EP/WP certificates. Reducers 3/4\" to 1/2\" | Item 30.F.140 | 4 | EA |
| 688 | 688 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer | Item 30.F.150 | 10 | SQM |
| 689 | 689 | \"Process Tube, Material: Stainless Steel, Manufacturing process: Seamless, Mat Specification:ASTM A269, Grade: TP316, end Finish: Pl ain End, 1/2 IN OD, 0.065 IN Thickness, 3000 MM Length. [Sap Code 4215687754]\" | Item 30.F.160 | 145 | M |
| 690 | 690 | \"Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, En d Finish: Threaded, conform to ANSI 16.11 [ SAP code 4323020064]\" | Item 30.F.170 | 45 | EA |
| 691 | 691 | \"Male Connector, 12.7 MM MNPTX 12.7 MM OD Tube, Material: SS316, 211 kg/sqcm (3000 psi) complete with ferrules & nuts as per ANSI B. 2.1. [ SAP Code - 7788048804]\" | Item 30.F.180 | 245 | EA |
| 692 | 692 | \"Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) complete with ferrules and nut as per ANSI B.2.1, Material : SS316. [SAP Code -7788048774]\" | Item 30.F.190 | 17 | EA |
| 693 | 693 | Union Tee, 3X12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) as per ANSI 16.11, Material : SS316. [Sap Code- 8191021724] | Item 30.F.200 | 17 | EA |
| 694 | 694 | \"Tube End Cap ( Sq Head), 12.7 MM OD Tube, 211 kg/sqcm (3000 lbs) as per ANSI B 16.11, Material : SS316. [SAP Code - 8192999024]\" | Item 30.F.210 | 45 | EA |
| 695 | 695 | 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 with blanking plug for each port. [ SAP Code 8450501124] | Item 30.F.220 | 45 | EA |
| 696 | 696 | \"Level Switch -SIL 2 [ SAP Code 8131025444]\" | Item 30.F.230 | 1 | EA |
| 697 | 697 | For under ground liquid tank applications -Guided Wave [SAP Code 8126610604] | Item 30.F.240 | 1 | EA |
| 698 | 698 | \"Thermal type, spherical tip, for 3 IN 150# Line. [ SAP Code : 8106881124]\" | Item 30.F.250 | 1 | EA |
| 699 | 699 | \"Thermal type, spherical tip,for 6 IN 150# line, including calibration. [SAP Code : 8121150504 /8106881264]\" | Item 30.F.260 | 1 | EA |
| 700 | 700 | SERVICES:Bijwasan Delhi ATF Pipeline-CSW | Item 00040 | ||
| 701 | 701 | 10 MECHANICAL(BIJWASAN) | Item 40.A | ||
| 702 | 702 | Sump Pump Installation | Item 40.A.10 | ||
| 703 | 703 | \"\"\"Sump Pump Installation: Taking delivery of the following pumping units with electrical motors from designated location within station premises, shifting/tra nsporting to site, placing over Sump Tank Nozzle, assembling together all sub-assemblies, alignment, grouting, levelling, checking, providing assistance for taking trial run of electrical motor on no-load, coupling the pump & motor, carrying out the trial run of t he complete unit, testing, making final alignment and complete work in all respects in accordance with the relevant drawings, manuf acturer'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 \"\" Sump Pump_A.i.7\" | Item 40.A.20 | 0.5 | TO |
| 704 | 704 | \"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling to gether 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 ins tallation 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 _B17\" | Item 40.A.30 | ||
| 705 | 705 | Separator (Coalescer) Filter with Pre-filter | Item 40.A.40 | 2 | TO |
| 706 | 706 | \"\"\"Insulating Coupling Erection: Taking delivery,shifting/transporting within station premises and installation of Insulating Couplings of the following sizes and pr essure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accord ance with the relevant drawings, manufacturer's installation instructions, specifications and instructions of Site Engineer / EIC. \" | Item 40.A.50 | ||
| 707 | 707 | 16\" x 150# Insulating coupling | Item 40.A.60 | 1 | EA |
| 708 | 708 | Sump Tank Installation: Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premis es, placing on pre-constructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the foundat ion, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accordance with the relev ant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work shall be paid separately under relevant items of Civil works). | Item 40.A.70 | ||
| 709 | 709 | FRP Sump Tank 10Kl capacity | Item 40.A.80 | 1 | EA |
| 710 | 710 | \"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed 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 wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD \" | Item 40.A.90 | ||
| 711 | 711 | 18\" OD x 0.375\"/0.438\"WT APL 5L | Item 40.A.100 | 40 | M |
| 712 | 712 | 16\" OD x 0.375\"/0.438\"WT APL 5L | Item 40.A.110 | 700 | M |
| 713 | 713 | 14\" OD x 0.375\"WT API 5L Pipe | Item 40.A.120 | 80 | M |
| 714 | 714 | 12.75\" OD x 0.375\" WT APL 5L | Item 40.A.130 | 150 | M |
| 715 | 715 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B | Item 40.A.140 | 100 | M |
| 716 | 716 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B | Item 40.A.150 | 100 | M |
| 717 | 717 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B | Item 40.A.160 | 100 | M |
| 718 | 718 | \"Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from desig nated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cut ting, 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 equipme nt nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes b y water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and cons umables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to weld ing and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fille d /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected w ould be at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water an d completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.\" | Item 40.A.170 | ||
| 719 | 719 | 12.75\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 40.A.180 | 120 | M |
| 720 | 720 | 4.5\" ODx 0.237\" WT A 106 Gr B Pipe F/W pipe | Item 40.A.190 | 25 | M |
| 721 | 721 | \"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 with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, 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 reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 coatin g(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 spec ified 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 specificall y undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s 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 40.A.200 | ||
| 722 | 722 | 18\" OD x 0.375\"/0.438\"WT APL 5L | Item 40.A.210 | 10 | M |
| 723 | 723 | 16\" OD x 0.375\"/0.438\"WT APL 5L | Item 40.A.220 | 100 | M |
| 724 | 724 | 14\" OD x 0.375\"WT API 5L Pipe | Item 40.A.230 | 20 | M |
| 725 | 725 | 12.75\" OD x 0.375\" WT APL 5L | Item 40.A.240 | 50 | M |
| 726 | 726 | 8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333 | Item 40.A.250 | 10 | M |
| 727 | 727 | 6.625\" OD x 0.280\" ASTM A 106 Pipe | Item 40.A.260 | 10 | M |
| 728 | 728 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B | Item 40.A.270 | 10 | M |
| 729 | 729 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B | Item 40.A.280 | 75 | M |
| 730 | 730 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B | Item 40.A.290 | 75 | M |
| 731 | 731 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B | Item 40.A.300 | 25 | M |
| 732 | 732 | \"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 with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, 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 reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 coatin g(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 spec ified 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 specificall y undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s 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 40.A.310 | ||
| 733 | 733 | 12.75\" OD x 0.25\" WT IS:3589 pipe | Item 40.A.320 | 30 | M |
| 734 | 734 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Ball Valves\" | Item 40.A.330 | ||
| 735 | 735 | 16\" x ANSI 150# MOV W/W API 6D Ball Valve | Item 40.A.340 | 2 | EA |
| 736 | 736 | 16\" x ANSI 150# MOV F/F API 6D Ball Valve | Item 40.A.350 | 5 | EA |
| 737 | 737 | 14\" x ANSI 150# MOV F/F API 6D Ball Valve | Item 40.A.360 | 5 | EA |
| 738 | 738 | 12\" x ANSI 150# MOV F/F API 6D Ball Valve | Item 40.A.370 | 12 | EA |
| 739 | 739 | 12\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.380 | 1 | EA |
| 740 | 740 | 10\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.390 | 1 | EA |
| 741 | 741 | 8\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.400 | 1 | EA |
| 742 | 742 | 6\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.410 | 1 | EA |
| 743 | 743 | 4\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.420 | 1 | EA |
| 744 | 744 | 3\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.430 | 1 | EA |
| 745 | 745 | 2\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.A.440 | 20 | EA |
| 746 | 746 | 2\" x ANSI 150# HOV W/W API 6D Ball Valve | Item 40.A.450 | 5 | EA |
| 747 | 747 | 1\" x ANSI 800# HOV F/F BS 5351 BALL VALVE | Item 40.A.460 | 5 | EA |
| 748 | 748 | 1\" x ANSI 800# HOV W/W BS 5351 BALL VALVE | Item 40.A.470 | 40 | EA |
| 749 | 749 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Swing Check Valves\" | Item 40.A.480 | ||
| 750 | 750 | 14\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G | Item 40.A.490 | 3 | EA |
| 751 | 751 | 12\"x ANSI 150# F/F API 6D Swing Check Valve | Item 40.A.500 | 3 | EA |
| 752 | 752 | 2\"x ANSI 150# F/F API 6D Swing Check Valve | Item 40.A.510 | 1 | EA |
| 753 | 753 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Control Valves\" | Item 40.A.520 | ||
| 754 | 754 | 12\" 150# Control Valve F/F | Item 40.A.530 | 1 | EA |
| 755 | 755 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Globe Valves\" | Item 40.A.540 | ||
| 756 | 756 | 12\" ANSI 150 # F/F BS-1873 GLOBE Valve | Item 40.A.550 | 1 | EA |
| 757 | 757 | 2\"x ANSI 150# F/F BS-1873 GLOBE Valve | Item 40.A.560 | 1 | EA |
| 758 | 758 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Thermal Relief Valves\" | Item 40.A.570 | ||
| 759 | 759 | 1\" x 1\" Thermal Relief Valve F/F ANSI 150# x 150# | Item 40.A.580 | 10 | EA |
| 760 | 760 | \"Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for unde r ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of un der ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instru ctions and specifications andinstructions of the Site Engineer /EIC. - Gate Valves Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items.\" | Item 40.A.590 | ||
| 761 | 761 | 12\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 40.A.600 | 2 | EA |
| 762 | 762 | 4\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 40.A.610 | 4 | EA |
| 763 | 763 | Supply of Fire Fighting Monitor/hydrant | Item 40.A.620 | ||
| 764 | 764 | High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\" X 150# HVLR_L2 | Item 40.A.630 | 1 | EA |
| 765 | 765 | Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange_L3 | Item 40.A.640 | 4 | EA |
| 766 | 766 | \"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing and dizitization 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 oth erwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of su pply 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 40.A.650 | ||
| 767 | 767 | 18\" NB Pipe Joints RT | Item 40.A.660 | 10 | EA |
| 768 | 768 | 16\" NB Pipe Joints RT | Item 40.A.670 | 130 | EA |
| 769 | 769 | 14\" NB Pipe Joints RT | Item 40.A.680 | 20 | EA |
| 770 | 770 | 12\" NB Pipe Joints RT | Item 40.A.690 | 30 | EA |
| 771 | 771 | 10\" NB Pipe Joints RT | Item 40.A.700 | 1 | EA |
| 772 | 772 | 8\" NB Pipe Joints RT | Item 40.A.710 | 1 | EA |
| 773 | 773 | 6\" NB Pipe Joints RT | Item 40.A.720 | 8 | EA |
| 774 | 774 | 4\" NB Pipe Joints RT | Item 40.A.730 | 1 | EA |
| 775 | 775 | 3\" NB Pipe Joints RT | Item 40.A.740 | 30 | EA |
| 776 | 776 | 2\" NB Pipe Joints RT | Item 40.A.750 | 30 | EA |
| 777 | 777 | 1\" NB Pipe Joints RT | Item 40.A.760 | 20 | EA |
| 778 | 778 | \"Hook-up of New Piping with existing Piping by Single Cut/Flange Joint: Cutting of portion of existing piping/ Opening of WNRF/SORF/Blind Flange, trimming, grinding, beveling the edges, aligning without a ddition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. nece ssary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.\"\" NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red 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 d isposal. 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 40.A.770 | ||
| 779 | 779 | 18\" OD - Single Cut | Item 40.A.780 | 2 | EA |
| 780 | 780 | 16\" OD - Single Cut | Item 40.A.790 | 2 | EA |
| 781 | 781 | 12.75\" OD - Single Cut | Item 40.A.800 | 8 | EA |
| 782 | 782 | 10.75\" OD - Single Cut | Item 40.A.810 | 1 | EA |
| 783 | 783 | 8.625\" OD- Single Cut | Item 40.A.820 | 1 | EA |
| 784 | 784 | 6.625\" OD - Single Cut | Item 40.A.830 | 12 | EA |
| 785 | 785 | 4.5\" OD - Single Cut | Item 40.A.840 | 2 | EA |
| 786 | 786 | 3.50\" OD - Single Cut | Item 40.A.850 | 2 | EA |
| 787 | 787 | 2.375\" OD - Single Cut | Item 40.A.860 | 2 | EA |
| 788 | 788 | 1.315\" OD - Single Cut | Item 40.A.870 | 2 | EA |
| 789 | 789 | \"Hook-up of New Piping with existing process Piping (Double cut joint) : Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Drai ng 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 sp ool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform an d 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 prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red 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 d isposal. 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 40.A.880 | ||
| 790 | 790 | 18\" OD - Double Cut | Item 40.A.890 | 2 | EA |
| 791 | 791 | 16\" OD - Double Cut | Item 40.A.900 | 2 | EA |
| 792 | 792 | 12.75\" OD - Double Cut | Item 40.A.910 | 2 | EA |
| 793 | 793 | 10.75\" OD - Double Cut | Item 40.A.920 | 1 | EA |
| 794 | 794 | 8.625\" OD - Double Cut | Item 40.A.930 | 2 | EA |
| 795 | 795 | 4.5\" OD - Double Cut | Item 40.A.940 | 2 | EA |
| 796 | 796 | 3.50\" OD - Double Cut | Item 40.A.950 | 2 | EA |
| 797 | 797 | . 2.375\" OD - Double Cut | Item 40.A.960 | 2 | EA |
| 798 | 798 | 1.315\" OD - Double Cut | Item 40.A.970 | 2 | EA |
| 799 | 799 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) o f existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excava tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pum p station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC. | Item 40.A.980 | 2 | TO |
| 800 | 800 | \"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange join ts or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes c utting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated st ore 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 measure ment 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 befo re dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be d ismantelled.\" | Item 40.A.990 | 4 | TO |
| 801 | 801 | \"Dismantling of Piping (Underground): Dismantling the existing under ground piping, locating, retrieving including excavating the pr oper 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 designa ted 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 befo re dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be di smantled.\" | Item 40.A.1000 | 1 | TO |
| 802 | 802 | \"Development of As built Drawings (inclding soft copies) Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all addit ional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in compact disks\" | Item 40.A.1010 | 1 | LS |
| 803 | 803 | Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orific e plate for flow and pressure control, preparation of reports, drawings including assembly and P&ID for fire water line , recommenda tions and suggesting the pipe sizes in the fire water netwrok so that the fire fighting system meets the requirement of OISD 117, la test Edition. Completing the work in all respect as per the defined scope of work and instructions of Site Engineer/EIC. | Item 40.A.1020 | 1 | LS |
| 804 | 804 | Flexibility and piping stress analysis as per specification | Item 40.A.1030 | 1 | LS |
| 805 | 805 | 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 lev el, 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 40.A.1040 | 350 | SQM |
| 806 | 806 | \"Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, tak ing delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within statio n premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and i nstalling 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 pip e 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 take n by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instruc tions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) Piping Modification: \" | Item 40.A.1050 | ||
| 807 | 807 | Pipe size up to 2 inch NB_X1 | Item 40.A.1060 | 10 | ID |
| 808 | 808 | Pipe size 3 inch NB to 6 Inch NB_X2 | Item 40.A.1070 | 10 | ID |
| 809 | 809 | Pipe size 8 inch NB and above_X3 | Item 40.A.1080 | 10 | ID |
| 810 | 810 | 20 MECHANICAL(DAFFPL T3) | Item 40.B | ||
| 811 | 811 | Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-c onstructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, drai ning, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the r elevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of e quipment is indicative only, Payment shall be done based on actual weight of equipment Y - Type Strainer - 12\" x12\"- 150# | Item 40.B.10 | 2 | EA |
| 812 | 812 | \"\"\"Insulating Coupling Erection: Taking delivery,shifting/transporting within station premises and installation of Insulating Couplings of the following sizes and pr essure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accord ance with the relevant drawings, manufacturer's installation instructions, specifications and instructions of Site Engineer / EIC. \" | Item 40.B.20 | ||
| 813 | 813 | 16\" x 150# Insulating coupling | Item 40.B.30 | 1 | EA |
| 814 | 814 | \"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed 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 wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD \" | Item 40.B.40 | ||
| 815 | 815 | \" 16\"\" OD x 0.375\"\"/0.438\"\"WT APL 5L \" | Item 40.B.50 | 150 | M |
| 816 | 816 | \" 12.75\"\" OD x 0.375\"\" WT APL 5L \" | Item 40.B.60 | 50 | M |
| 817 | 817 | \" 8.625\"\" OD x 0.322\"\" / 0.375\"\" / 0.438\"\" WT API 5L /ASTM A106/A333\" | Item 40.B.70 | 30 | M |
| 818 | 818 | \" 6.625\"\" OD x 0.280\"\" ASTM A 106 Pipe/A333\" | Item 40.B.80 | 30 | M |
| 819 | 819 | \" 4.5\"\" OD x 0.237\"\"WT ASTM A 106 Gr B/A333\" | Item 40.B.90 | 25 | M |
| 820 | 820 | \" 3.5\"\" OD x 0.216\"\"WT ASTM A 106 Gr B /A333 \" | Item 40.B.100 | 60 | M |
| 821 | 821 | \" 2.375\"\" OD x 0.218\"\"WT ASTM A 106 Gr B /A333 \" | Item 40.B.110 | 60 | M |
| 822 | 822 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B | Item 40.B.120 | 75 | M |
| 823 | 823 | \"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 with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, 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 reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 coatin g(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 spec ified 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 specificall y undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s 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 40.B.130 | ||
| 824 | 824 | \" 16\"\" OD x 0.375\"\"/0.438\"\"WT APL 5L -U/G_F2\" | Item 40.B.140 | 50 | M |
| 825 | 825 | \" 8.625\"\" OD x 0.322\"\" / 0.375\"\" / 0.438\"\" WT API 5L /ASTM A106/A333 -U/G_F6\" | Item 40.B.150 | 20 | M |
| 826 | 826 | 6.625\" OD x 0.280\" ASTM A 106 Pipe | Item 40.B.160 | 20 | M |
| 827 | 827 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B | Item 40.B.170 | 25 | M |
| 828 | 828 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B | Item 40.B.180 | 25 | M |
| 829 | 829 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B | Item 40.B.190 | 25 | M |
| 830 | 830 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B | Item 40.B.200 | 25 | M |
| 831 | 831 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Ball Valves\" | Item 40.B.210 | ||
| 832 | 832 | 16\" x ANSI 150# MOV W/W API 6D Ball Valve | Item 40.B.220 | 1 | EA |
| 833 | 833 | 16\" x ANSI 150# MOV F/F API 6D Ball Valve | Item 40.B.230 | 3 | EA |
| 834 | 834 | 12\" x ANSI 150# MOV F/F API 6D Ball Valve | Item 40.B.240 | 5 | EA |
| 835 | 835 | 8\"-150#,API 6D MOV Ball Valve, (F/F)/(W/W), A/G | Item 40.B.250 | 1 | EA |
| 836 | 836 | 12\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.260 | 1 | EA |
| 837 | 837 | 10\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.270 | 1 | EA |
| 838 | 838 | 8\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.280 | 1 | EA |
| 839 | 839 | 6\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.290 | 1 | EA |
| 840 | 840 | 4\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.300 | 1 | EA |
| 841 | 841 | 3\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.310 | 1 | EA |
| 842 | 842 | 2\" x ANSI 150# HOV F/F API 6D Ball Valve | Item 40.B.320 | 4 | EA |
| 843 | 843 | 2\" x ANSI 150# HOV W/W API 6D Ball Valve | Item 40.B.330 | 5 | EA |
| 844 | 844 | 1\" x ANSI 800# HOV F/F BS 5351 BALL VALVE | Item 40.B.340 | 5 | EA |
| 845 | 845 | 1\" x ANSI 800# HOV W/W BS 5351 BALL VALVE | Item 40.B.350 | 10 | EA |
| 846 | 846 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Control Valves\" | Item 40.B.360 | ||
| 847 | 847 | \"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r 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 inst ructions and specifications and instructions of the Site Engineer / EIC.\" 12\" 150# Control Valve F/F | Item 40.B.370 | 1 | EA |
| 848 | 848 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Globe Valves\" | Item 40.B.380 | ||
| 849 | 849 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transportin g the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and fillin g 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 instr uctions and specifications and instructions of the Site Engineer / EIC.\" 12\" ANSI 150 # F/F BS-1873 GLOBE Valve | Item 40.B.390 | 1 | EA |
| 850 | 850 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Thermal Relief Valves/ Pilot operated Surge Pressure Relief Valve \" | Item 40.B.400 | ||
| 851 | 851 | 6\"x8\" Pilot operated Surge Pressure Relief Valve 150# F/F | Item 40.B.410 | 1 | EA |
| 852 | 852 | 1\" x 1\" Thermal Relief Valve F/F ANSI 150# x 150# | Item 40.B.420 | 5 | EA |
| 853 | 853 | \"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing and dizitization 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 oth erwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of su pply 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 40.B.430 | ||
| 854 | 854 | 16\" joints | Item 40.B.440 | 30 | EA |
| 855 | 855 | 12\" joints | Item 40.B.450 | 10 | EA |
| 856 | 856 | 10\" joints | Item 40.B.460 | 1 | EA |
| 857 | 857 | 8\" joints | Item 40.B.470 | 10 | EA |
| 858 | 858 | 6\" joints | Item 40.B.480 | 10 | EA |
| 859 | 859 | 4\" joints | Item 40.B.490 | 10 | EA |
| 860 | 860 | 3\" joints | Item 40.B.500 | 10 | EA |
| 861 | 861 | 2\" joints | Item 40.B.510 | 10 | EA |
| 862 | 862 | 1\" joints | Item 40.B.520 | 20 | EA |
| 863 | 863 | \"Hook-up of New Piping with existing Piping by Single Cut/Flange Joint: Cutting of portion of existing piping/ Opening of WNRF/SORF/Blind Flange, trimming, grinding, beveling the edges, aligning without a ddition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. nece ssary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.\"\" NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red 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 d isposal. 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 40.B.530 | ||
| 864 | 864 | 10.75\" OD x 0.365\" WT | Item 40.B.540 | 1 | EA |
| 865 | 865 | 8.625\" OD x 0.322\" WT | Item 40.B.550 | 1 | EA |
| 866 | 866 | 6.625\" OD x 0.280\" WT | Item 40.B.560 | 1 | EA |
| 867 | 867 | 4.5\" OD x 0.237\" / 0.312\" WT | Item 40.B.570 | 2 | EA |
| 868 | 868 | 3.50\" OD x 0.216\" WT | Item 40.B.580 | 2 | EA |
| 869 | 869 | 2.375\" OD x 0.218\" WT | Item 40.B.590 | 2 | EA |
| 870 | 870 | 1.315\" OD x 0.179\" WT | Item 40.B.600 | 2 | EA |
| 871 | 871 | \"Hook-up of New Piping with existing process Piping (Double cut joint) : Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Drai ng 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 sp ool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform an d 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 prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red 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 d isposal. 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 40.B.610 | ||
| 872 | 872 | 8.625\" OD x 0.322\" WT | Item 40.B.620 | 1 | EA |
| 873 | 873 | 4.5\" OD x 0.237\" / 0.312\" WT | Item 40.B.630 | 2 | EA |
| 874 | 874 | 3.50\" OD x 0.216\" WT | Item 40.B.640 | 2 | EA |
| 875 | 875 | 2.375\" OD x 0.218\" WT | Item 40.B.650 | 2 | EA |
| 876 | 876 | 1.315\" OD x 0.179\" WT | Item 40.B.660 | 2 | EA |
| 877 | 877 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) o f existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excava tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pum p station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC. | Item 40.B.670 | 1 | TO |
| 878 | 878 | \"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange join ts or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes c utting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated st ore 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 measure ment 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 befo re dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be d ismantelled.\" | Item 40.B.680 | 1 | TO |
| 879 | 879 | \"Development of As built Drawings (inclding soft copies) Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all addit ional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in compact disks\" | Item 40.B.690 | 1 | LS |
| 880 | 880 | Flexibility and piping stress analysis as per specification | Item 40.B.700 | 1 | LS |
| 881 | 881 | 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 lev el, 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 40.B.710 | 150 | SQM |
| 882 | 882 | \"Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, tak ing delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within statio n premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and i nstalling 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 pip e 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 take n by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instruc tions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) Piping Modification: \" | Item 40.B.720 | ||
| 883 | 883 | Pipe size up to 2 inch NB | Item 40.B.730 | 10 | ID |
| 884 | 884 | Pipe size 3 inch NB to 6 Inch NB | Item 40.B.740 | 10 | ID |
| 885 | 885 | Pipe size 8 inch NB and above | Item 40.B.750 | 10 | ID |
| 886 | 886 | 30 ELECTRICAL (BIJWASAN) | Item 40.C | ||
| 887 | 887 | 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 comple te as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.10 | 590 | M3 |
| 888 | 888 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to origina l condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labou r, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.20 | 140 | M3 |
| 889 | 889 | \"Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, ca bles, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, co nsumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 40.C.30 | ||
| 890 | 890 | Power cables LT : OD upto 20 mm | Item 40.C.40 | 39000 | M |
| 891 | 891 | Power cables LT : OD above 20 mm and upto 40 mm | Item 40.C.50 | 2050 | M |
| 892 | 892 | Power Control cables LT : OD upto 20 mm | Item 40.C.60 | 1000 | M |
| 893 | 893 | Control cables (T&I) : OD upto 20 mm | Item 40.C.70 | 4050 | M |
| 894 | 894 | Control cables (T&I) : OD above 20 mm and upto 30 mm | Item 40.C.80 | 2500 | M |
| 895 | 895 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. | Item 40.C.90 | 100 | M |
| 896 | 896 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes installation & fixing of Duplex (2 port) Face plate (Network I/O point) (whi te/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & access ories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as req uired complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge i ncluding cost of all labour, tools & tackles, materials etc. | Item 40.C.100 | 100 | M |
| 897 | 897 | 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 t he thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, a nd as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the requ ired FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in a ll respects for all types of motors/heaters/thermistors/actuators etc. | Item 40.C.110 | ||
| 898 | 898 | Capacity upto and including 1 KW | Item 40.C.120 | 13 | EA |
| 899 | 899 | Capacity above 1 KW and upto 2.5 KW | Item 40.C.130 | 13 | EA |
| 900 | 900 | Capacity above 7.5 KW but upto 50 KW | Item 40.C.140 | 1 | EA |
| 901 | 901 | \"LT Panel: Erection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- cen tres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation cha nnels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duc t 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 a s per cable schedule, drawings etc.\" | Item 40.C.150 | ||
| 902 | 902 | \"Weight of unit above 500 kg but upto and including 1000 kg \" | Item 40.C.160 | 600 | KG |
| 903 | 903 | \"Weight of unit above 3000 kg but upto and including 6000 kg \" | Item 40.C.170 | 4000 | KG |
| 904 | 904 | Supervision charges for commissioning of LT Panels at Bijwasan Marketing Terminal Station including relay settings and co-ordination , to & fro travel charges, lodging, boarding etc. complete in all respects. | Item 40.C.180 | 3 | EA |
| 905 | 905 | 40 ELECTRICAL (DAFFPL T3) | Item 40.D | ||
| 906 | 906 | 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 comple te as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.D.10 | 365 | M3 |
| 907 | 907 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to origina l condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labou r, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.D.20 | 80 | M3 |
| 908 | 908 | \"Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, ca bles, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, co nsumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 40.D.30 | ||
| 909 | 909 | Power cables LT : OD upto 20 mm | Item 40.D.40 | 8200 | M |
| 910 | 910 | Power cables LT : OD above 20 mm and upto 40 mm | Item 40.D.50 | 950 | M |
| 911 | 911 | Control cables (T&I) : OD upto 20 mm | Item 40.D.60 | 2050 | M |
| 912 | 912 | Control cables (T&I) : OD above 20 mm and upto 30 mm | Item 40.D.70 | 1000 | M |
| 913 | 913 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. | Item 40.D.80 | 100 | M |
| 914 | 914 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes installation & fixing of Duplex (2 port) Face plate (Network I/O point) (whi te/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & access ories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as req uired complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge i ncluding cost of all labour, tools & tackles, materials etc. | Item 40.D.90 | 100 | M |
| 915 | 915 | 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 t he thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, a nd as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the requ ired FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in a ll respects for all types of motors/heaters/thermistors/actuators etc. | Item 40.D.100 | ||
| 916 | 916 | Capacity upto and including 1 KW | Item 40.D.110 | 5 | EA |
| 917 | 917 | Capacity above 1 KW and upto 2.5 KW | Item 40.D.120 | 5 | EA |
| 918 | 918 | \"LT Panel: Erection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- cen tres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation cha nnels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duc t 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 a s per cable schedule, drawings etc.\" | Item 40.D.130 | ||
| 919 | 919 | \"Weight of unit above 100 kg but upto and including 500 kg \" | Item 40.D.140 | 400 | KG |
| 920 | 920 | \"Weight of unit above 500 kg but upto and including 1000 kg \" | Item 40.D.150 | 600 | KG |
| 921 | 921 | \"Weight of unit above 3000 kg but upto and including 6000 kg \" | Item 40.D.160 | 3200 | KG |
| 922 | 922 | Supervision charges for commissioning of LT Panels at T-3 Terminal including relay settings and co-ordination, to & fro travel charg es, lodging, boarding etc. complete in all respects. | Item 40.D.170 | 3 | EA |
| 923 | 923 | Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O'Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job complete in all respect with material, tools & tackles, consumables etc. | Item 40.D.180 | 1 | EA |
| 924 | 924 | 50 OFC WORKS | Item 40.E | ||
| 925 | 925 | 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 40.E.10 | 500 | M |
| 926 | 926 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 40.E.20 | 4 | SET |
| 927 | 927 | 60 INSTRUMENTATION WORKS | Item 40.F | ||
| 928 | 928 | 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 40.F.10 | 2 | LS |
| 929 | 929 | SUPP:Bijwasan Delhi ATF Pipelin-Mainline | Item 00050 | ||
| 930 | 930 | 10 ELECTRICAL TCP & PCP | Item 50.A | ||
| 931 | 931 | Supply of Solid State Diode Decoupling Device(Min 5 KA @ 30 cycles) of approved make including required length of cable as per speci fications for protection of MOVs and at HT line crossing locations | Item 50.A.10 | ||
| 932 | 932 | Solid State Decoupling Device | Item 50.A.20 | 5 | EA |
| 933 | 933 | Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating couplings | Item 50.A.30 | ||
| 934 | 934 | Surge Arrestor/ Surge Diverter | Item 50.A.40 | 2 | EA |
| 935 | 935 | 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 50.A.50 | ||
| 936 | 936 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V,25 A DC with SCADA linkage fac ility as per specifications | Item 50.A.60 | 1 | EA |
| 937 | 937 | 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 50.A.70 | ||
| 938 | 938 | Flame proof & Weather proof junction Box of approved make conforming to latest revision of drawing no. STD - 486 (9200-99900-404-60 6). | Item 50.A.80 | 1 | EA |
| 939 | 939 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make | Item 50.A.90 | 5 | EA |
| 940 | 940 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make | Item 50.A.100 | 2 | EA |
| 941 | 941 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required access ories complete as per specifications and approved make | Item 50.A.110 | 1 | EA |
| 942 | 942 | 20 OFC WORKS | Item 50.B | ||
| 943 | 943 | Supply of 40 mm OD HDPE pipe as per tender specifications | Item 50.B.10 | 5.5 | KMS |
| 944 | 944 | Supply of OFC Jointing kits as per tender specifications | Item 50.B.20 | 4 | EA |
| 945 | 945 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications | Item 50.B.30 | 1 | EA |
| 946 | 946 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications | Item 50.B.40 | 4 | EA |
| 947 | 947 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications | Item 50.B.50 | 5 | EA |
| 948 | 948 | Supply of Joint pit markers for OFC joint locations as per tender specifications | Item 50.B.60 | 4 | EA |
| 949 | 949 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications | Item 50.B.70 | 4 | EA |
| 950 | 950 | Supply of RCC Transition pits for building entry points as per tender specifications | Item 50.B.80 | 2 | EA |
| 951 | 951 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications | Item 50.B.90 | 600 | EA |
| 952 | 952 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications | Item 50.B.100 | 2 | EA |
| 953 | 953 | SERV:Bijwasan Delhi ATF Pipelin-Mainline | Item 00060 | ||
| 954 | 954 | 10 ELECTRICAL TCP & PCP | Item 60.A | ||
| 955 | 955 | 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, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. | Item 60.A.10 | 5 | EA |
| 956 | 956 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. a ll complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in -Charge. | Item 60.A.20 | 2 | EA |
| 957 | 957 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cab le, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, r ecommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. | Item 60.A.30 | 5 | EA |
| 958 | 958 | Conducting \" Coating-Resistance Survey\" for calculation of effective coating resistance of the pipeline in ohms-sq.m. along the enti re pipeline and plotting on SEMILOG or X-Y GRAPH & submitting the report in graphical form as well as soft copy as per Specificatio n / approved procedure and directions of Site Engineer / Engineer-in-Charge. | Item 60.A.40 | 4 | KM |
| 959 | 959 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line in the right of way including t he cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipmen ts, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/lo cations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports i n 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one soft copy containing th e 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 60.A.50 | 4 | KM |
| 960 | 960 | \"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 instru ments, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identificat ion 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 cop y 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 contract or, who will arrange to repair the defects.\" | Item 60.A.60 | 4 | KM |
| 961 | 961 | Conducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to the existing system , f or installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. | Item 60.A.70 | 1 | KM |
| 962 | 962 | \"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 wor k shall be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes a ll tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the si te 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 60.A.80 | 4 | KM |
| 963 | 963 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pi pelines as per approved procedure to determine level of interference at different places along the pipeline and at point of crossi ng 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 measu res 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 60.A.90 | 4 | KM |
| 964 | 964 | \"Cathodic Protection Units : Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and ins tallation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade powe r 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, provid ing the earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the C P 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 / Engine er-in-Charge. \" | Item 60.A.100 | ||
| 965 | 965 | 230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility | Item 60.A.110 | 1 | EA |
| 966 | 966 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settin gs 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 soi l potential\" readings at all the test lead locations along the pipeline including the CP station parameters like current(AC/DC), vo ltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphs and ot her data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions o f Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. | Item 60.A.120 | 4 | KM |
| 967 | 967 | \"Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protec tion criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes f or 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 60.A.130 | 1 | LS |
| 968 | 968 | 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 a nd 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-Char ge. | Item 60.A.140 | 4 | KM |
| 969 | 969 | 20 OFC WORKS | Item 60.B | ||
| 970 | 970 | 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 layi ng as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engineer and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation, loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealing p lugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-charge / Site Engineer | Item 60.B.10 | 5 | KM |
| 971 | 971 | Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications | Item 60.B.20 | 825 | CUM |
| 972 | 972 | 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 60.B.30 | 5 | KM |
| 973 | 973 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer | Item 60.B.40 | 4 | SET |
| 974 | 974 | 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 60.B.50 | 4 | SET |
| 975 | 975 | 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 60.B.60 | 5 | EA |
| 976 | 976 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 60.B.70 | 4 | EA |
| 977 | 977 | 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 60.B.80 | 4 | SET |
| 978 | 978 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer | Item 60.B.90 | 2 | SET |
| 979 | 979 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer | Item 60.B.100 | 2 | SET |
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