CIVIL AND structural WORKS FOR STRL BRIDGE - RLWY CROSSING-1 Excavation 2 Manual Excavation 3 Filling with availab4 Transportation of Ea Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial lead of 100m and any where Inside refinery/ATP/50/51 Acres area including re-excavating the deposited soil excavated earlier, transportation, loading, unloading laying at all depths and heights, stacking, levelling and dressing both the area (viz.from where the earth is transported and where it is deposited) to required level sand slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30%for voids) Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area(viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BYTHE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor Providing and laying REINFORCED CEMENT CONCRETE OF M-35GRADE with 20 mm and down size graded crushed stone aggregates/ gravel e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers columns, suspended floors, staircases landings, steps brackets etc., including equipment/ machine foundations& pedestals viz. compressors ID & FD fans, pumps, generators, crushers, mills, etc.,(including single pour concreting as specified on the drawing), applying cement wash on concrete surface(wherever no other surface application is specified),providing pockets, openings, recesses, chamfering, etc. wherever required vibrating, tamping, curing and rendering if required to give a smooth and even surface etc.(EXCLUDING THE COST OF REINFORCEMENT,SHUTTERING , SPECIFIED ADMIXTURES) for all depths below and up to plinth level in any shape position and thickness etc. all complete as specified shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THECONTRACTOR Providing and fixing CENTERING AND SHUTTERING in super structures in retaining walls, jambs, counterforts buttresses, equipment/ machine foundations, abutments ,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/silos/ shafts/hoppers/liquid storage structures etc. for all heights and depths below<(>&<)> above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc. keeping the same in position during concreting and removal of the same after specified period etc. for Straight/Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. All Metal plate stuttering plates to be used. If any curve/architectural shape which cannot be executed through metal plate, in that case agency to take prior approval from EIL/HPCL for usage of alternative shuttering plates. Plywood for the subject job 9 Shoring and struttin 6600-VISAKH REFINERY square meter 236 - 37AAACH1 118B1ZB Yes DESCRIPTION => Metal sheet shoring up to 1.5m Providing and installing approved type ofSHORING AND STRUTTING for all depths to by Metal Plates to retainearth including dismantling and removal of the same etc. from site aftercompletion of work etc. all complete as directed by EIC. 10 Reinforcement steel 6600-VISAKH REFINERY Metric ton 65 - 37AAACH1 118B1ZB Yes DESCRIPTION => Supplying and placing in position HIGH YEILD- STRENGTH DEFORMED STEELBARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCCwork including transporting the Steel, straightening,cleaning,decoiling,cutting,bending to required shapes and lengths as per details,bindingwith 18 SWG black soft annealed binding wire at every intersection,supplying and placing with proper cover blocks, supports, chairs,overlaps, welding, spacers, fan hooks etc. for all heights and depthsetc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTORSSCOPE. Testing Procedure as perStandard to follow.Approved Make of Reinforment Steel to be used- :SAIL,JINDAL,VIZAG STEEL,TATA,JSW ,ESSAR 11 Structural steel E35 6600-VISAKH REFINERY Metric ton 175 - 37AAACH1 118B1ZB Yes DESCRIPTION => General Steel Works - Non FIM Items Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR /E350B0 (conforming toIS:2062) at all locations at all levels, including all built up sections/compound sections made out of rolled sections and/ or plates/bent plates in all types of structural frame works, floor beams, stairs, or any other structural items or accessories to support equipment’s, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends& holes of box sections),finishing edges by grinding, fixing in line and level with temporary staging &bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nontrunk Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP- 10)and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT)as per Specification No.6-79- 0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIALINCONTRACTORSSCOPE 12 Painting Structural 6600-VISAKH REFINERY Metric ton 175 - 37AAACH1 118B1ZB Yes DESCRIPTION => Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of Specification No. 6-79-0020 (or asper Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation and degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures(excluding ladders, spiral stairways&hand rails) at all location&levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT COSTAL) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on Structural steel weight). 1 coat of P-6 @ 40 to 50 Micron/ DFT,2 coats of F-6A @ 100 to 125 Micron DFT, Coat1 coat of F-2 @ 40Micron / DFT. P 6: Epoxy Zinc Phosphate Primer. F 6A: Pack Aromatic polyamine cured epoxy resin medium suitably pigmented. F 2: Technical Name: Acrylic Polyurethane finish paint. Type Composition: Two-pack aliphatic is ocynate cured acrylic finish paint (free of alkyd/polyester(resins). Blue, IS Colour shade Number: 176. Supplying and applying COATING (Painting to be done before Erection at fabrication yard /field). Unit of Measurement: Metric Ton Galvanaised Gratings 6600-VISAKH REFINERY Metric ton 9 - 37AAACH1 118B1ZB Yes DESCRIPTION => MS Grating Cat. A,B - Non FIM Items Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISEDGRATING(purchased from approved manufacturer by the Contractor)conforming to Standard No. 7-68- 0697 (in walkways, platforms, stair treads etc.)and Standard No. 7-65-0206(in catch basins, drains, etc.)including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the smooth, removing the burrs, fixing with manufacturers supplied galvanized clamps, preparation and submission of fabrication drawings, all complete as specified and directed SUPPLY OFALL MATERIALS INCONTRACTORS SCOPE). Bipolar 6600-VISAKH REFINERY kilogram 600 - 37AAACH1 118B1ZB Yes DESCRIPTION => BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSIONINHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68- 0017) in concrete as per manufacturers specification for protection of reinforcement against corrosion. Supply of admixture in Contractor’s scope. Cutting Pile Head up 6600-VISAKH REFINERY Each 50 - 37AAACH1 118B1ZB Yes DESCRIPTION => Cutting the heads of R.C.C. piles of diameter up to 500mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified directed. (Excavation; if any to be measured separately under respective item). Anchor Bolts 6600-VISAKH REFINERY Metric ton 1 - 37AAACH1 118B1ZB Yes DESCRIPTION => Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling, transporting straightening if required, turning from relevant size MS rounds to required diameter threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering, reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. complete as specified and directed.(SUPPLY OF ALL MATERIALS INCONTRACTORS SCOPE) Coal tar Epoxy paint 6600-VISAKH REFINERY square meter 200 - 37AAACH1 118B1ZB Yes DESCRIPTION => Anti-fungal/ Anti-corrosive/ Coal tar-epoxy coating - Non-FIM Items Supply and Applying Coal Tar Epoxy after surface preparing including storage, degreasing, drying providing temporary staging, scaffolding, testing etc. on all external concrete surfaces in substructure as per Standard Specification 6-79-0020 (or as per Job Specification, wherever applicable). Empty Boring -500 di 6600-VISAKH REFINERY Running Meter 50 - 37AAACH1 118B1ZB Yes DESCRIPTION => Boring up to a depth of cut-off level of pile as per the specification & requirement of AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipment from one pile location to another, all complete as per specifications, drawings directions of Engineer-In- Charge. (Diameter of pile - 500mm) Piling in soil - 500 6600-VISAKH REFINERY Running Meter 825 - 37AAACH1 118B1ZB Yes DESCRIPTION => Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 20mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plasticizers if required, mobilization of piling rigs and other ancillary equipment /accessories as specified including demobilization etc. complete, labour carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc. beyond specified lead, shifting plant and equipment from one pile location to another, all complete asper specifications, drawings direction of Engineer-in-charge(Cost of reinforcement is excluded, cement supplied by contractor at his own cost and duly approved by Engineer-in-Charge). (Diameter of pile -500 mm, Length below COL TO 26M, Grade of concrete - M35) Piling in rock - 500 6600-VISAKH REFINERY Running Meter 125 - 37AAACH1 118B1ZB Yes DESCRIPTION => Construction of bored cast-in-situ RCC straight shafted piles by suitable ROCKCUTTER/ROCK DRILLING BIT in Disintegrated/weathered/Hardrock strata, depths specified using stone chips of 20mm and downsize, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting supply of necessary material including plasticizers if required, mobilization of piling rigs another ancillary equipment / accessories as specified including demobilization etc. complete, labour & carry any ancillary work adjunct to piling work, disposal of surplus material including earth, muck etc. beyond specified lead, shifting plant equipment from one pile location to another, complete as per specifications, drawing &direction of Engineer-in-charge (Cost of reinforcement is excluded, cement supplied by contractor at his own cost and duly approved by Engineer-in-Charge).(Diameter of pile - 500 mm, Length below COL - 8 TO26M, Grade of concrete -M35, Socketing length into rock - 2.5 M) Routine Vert Load te 6600-VISAKH REFINERY Each 1 - 37AAACH1 118B1ZB Yes DESCRIPTION => Conducting ROUTINE VERICAL pile load test by direct loading on piles including finishing pile head, supply&erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. All complete as per specifications and directions of Engineer-in-Charge, analyzing the results, making the report and submitting the same in 5copies (cost of pile is excluded) (Diameter of pile - 500 mm, Type of pile - Bored Cast In Situ Piles).Testing to be done as per IS code 2911. Routine Pull out tes 6600-VISAKH REFINERY Each 1 - 37AAACH1 118B1ZB Yes DESCRIPTION => Conducting ROUTINE PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results making the report and submitting the 5 copies (cost of pile is excluded) (Diameter of pile - 500 mm, Type of pile - Bored Cast In Situ Piles). Testing to be done as per IS code 2911. Routine Lateral Load 6600-VISAKH REFINERY Each 1 - 37AAACH1 118B1ZB Yes DESCRIPTION => Conducting ROUTINE LATERAL pile load test by direct loading on piles including finishing pile head, supply&erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. All complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5copies (cost of pile is excluded) (Diameter of pile - 500 mm, Type of pile - Bored Cast In Situ Piles).Testing to be done as per IS code 2911. Pile Integrity Test 6600-VISAKH REFINERY Each 10 - 37AAACH1 118B1ZB Yes DESCRIPTION => Conducting Low Strain Integrity Test on piles as per ASTM D 5882,including pile head preparation, mobilization&demobilization of testing apparatus/ equipment, skilled personnel, data collection /recording, analysing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of Engineer-in-Charge. (Diameter of pile - 500 mm).Testing to be done as per IS code 2911.
