Indian Oil Corporation Limited-IOCL has published Design Engineering Supply Fabrication Erection Construction Of Peb Pre Engineered Building Sheds Warehouses Along With The Associated Allied Civil Structural Electrical And Mechanical Works At Iocl Lbp Asaoti Dist Palwal Haryana. Submission Date for this Tender is 17-09-2019. Electromechanical Services Tenders in LBP Asaoti Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Design, Engineering, Supply, Fabrication, Erection and Construction of PEB (PRE-ENGINEERED BUILDING) sheds / warehouses along with the associated allied Civil, Structural, Electrical and Mechanical Works at LBP Asaoti, Dist. Palwal (Haryana). | |||||
|---|---|---|---|---|---|
| Sr. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART (A) : EXTENSION OF SCFP SHED ( 20M X 45 M ) | BI01010001010000000000000515BI0100001114 | ||
| 2 | 2 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc upto 1.5 m depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m. | BI01010001010000000000000515BI0100001115 | 191 | M3 |
| 3 | 3 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m.All kinds of soil for depth from 1.50 m to 3.0 m and below. | BI01010001010000000000000515BI0100001116 | 171 | LS |
| 4 | 4 | Filling with available good excavated earth (Excavation excluded, rock excluding) Filling the sides of foundations, sub-structures, Plinth/below Grade Slab for development of plot/ shed etc. with approved quality of earth laid in layers not exceeding 300 mm in loose thickness including levelling, watering, ramming, rolling, compacting with 10-12MT mechanical roller / hand compactor/ mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling. complete with any lead within 1 KM from IOCL premises as directed and instructed by CONSULTANT / IOCL Engineer In charge. The item includes cost of dewatering if required including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. | BI01010001010000000000000515BI0100001117 | 187 | M3 |
| 5 | 5 | Filling with imported murrum /earth in Plinth/below Grade Slab Supplying and filling with good quality of approved earth with PI (Plasticity Index) of 1 to 7 (Low plastic) containing not more than 20% cohesive fines namely clay and Max. dry density of material not less than 1.80 gm/cc below grade slab / within plinth, including identifying & locating of borrow pits, excavation at borrow pits outside Plant premises; including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority for operating the borrow pit; loading at borrow pit end; including transportation from borrow pit to IOCL Premises; removing debris, organic matter, etc; spreading in layers not exceeding 300 mm loose depth; rolling, compacting with 10-12 MT mechanical roller / hand compactor /mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling, dewatering during course of filling, watering, compacting the murum or sand to obtain 95% of modified proctor maximum laboratory dry density all complete as per specifications and instructions of IOCL Engineer-in-Charge. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. (Payment to be made on the basis of compacted volume based on initial and final levels). | BI01010001010000000000000515BI0100001118 | 353 | M3 |
| 6 | 6 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications in plinth, plot,trenches, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. | BI01010001010000000000000515BI0100001119 | 200 | M3 |
| 7 | 7 | Demolishing PCC / R.C.C. work in existing building structures at all heights and depths using pnuematic tools or chemicals or core cutter as approved by Engineer-in- charge including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover , stacking of reinforcement bars and disposal of unserviceable material upto a lead of 1000 metres all complete as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. 3. Cutting of all reinforcement shall be done using hack saw or chisiel or any other method as approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 40 | M3 |
| 8 | 8 | Demolishing plastered/unplastered brick work in cement mortar at all heights and depths including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover, stacking of serviceable materials and disposal of unserviceable material up to a lead of 1000 metres all completed as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. | BI01010001010000000000000515BI0100001121 | 100 | M3 |
| 9 | 9 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels | BI01010001010000000000000515BI0100001122 | 200 | M3 |
| 10 | 10 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface, handset vertically in rectangular lines, interstices filled in with smaller stone chips including watering, compacting/consolidating & finishing to the required levels and lines etc with manual compaction etc complete as directed by Site Engineer. | BI01010001010000000000000515BI0100001123 | 100 | M3 |
| 11 | 11 | HYSD Bars of Grade Fe 415 /500 TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe415/500 for beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/IOCL Engineer-in-Charge. Separate measurement will be made under this item for authorised laps only as per approval of IOCL/Consultant.\nAll Reinforcement Work shall be carriedout Strictly as per Specification for Plain & Reinforced Cement Concrete. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001124 | 32425 | M3 |
| 12 | 12 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001125 | 135 | M2 |
| 13 | 13 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001126 | 202 | M3 |
| 14 | 14 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001127 | 79 | M3 |
| 15 | 15 | Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001128 | 33 | M3 |
| 16 | 16 | Providing and laying in position, machine batched, machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001129 | 250 | M2 |
| 17 | 17 | Providing and laying in position ready mixed concrete of M30 grade, manufactured in fully automatic batching plant and transported to site of work in transit mixer for for RCC works at all levels above plinth level for all structures, equipment foundations, columns, beams, floors, slabs, roof slabs, buildings lintels, gutters staircases, fins, chajjas, pardis, sills, copings, projections, column/ beam encasings etc.(up to a ht.of 8 mts.) above plinth level including all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing but excluding the reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 340 kg/cum. | BI01010001010000000000000515BI0100001130 | 50 | M2 |
| 18 | 18 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :\n1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001131 | 80 | M2 |
| 19 | 19 | Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | BI01010001010000000000000515BI0100001132 | 25 | M3 |
| 20 | 20 | 230 thk Brick Masonry in CM 1:4 Supplying & constructing 230 thk brick masonary walls using bricks of first class burnt clay (class 5.0 as per IS:1077, Compressive strength of Brick 50 kg/cm2) of approved source at all locations and levels with cement mortar (1:4) including scaffolding, racking of joints, watering, but excluding cement plaster finish complete as directed and instructed by IOCL/Consultant Engineer incharge. Brickwork shall be carried out strictly as per Specification for Brick Masonry Work. | BI01010001010000000000000515BI0100001133 | 50 | M3 |
| 21 | 21 | Internal Cement plaster 12mm thk. Providing & applying cement plaster in C.M. 1:4 mix to all RCC & masonry work at all levels and locations including grooves, pattas,drip moulding, scaffolding, watering, raking out joints in masonary or concrete work as per masonry & plaster specification. The rate to include providing and fixing of 200mm wide chicken wire mesh of 26G & 12mm mesh size at the junction of different construction materials. The cement used shall be Portland Pozzolana Cement (Uniform Blended Portland cement with fine pozzolana) conforming to IS:1489 Part 1 and Part 2 | BI01010001010000000000000515BI0100001134 | 220 | KG |
| 22 | 22 | Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:4 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by CONSULTANT / IOCL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.\nNote: \na) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster.\nb) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. \nc) The above cost includes the rates for making grooves, Plaster Band, Elevation Plaster Treatment & Etc in any shape & size in plaster or as directed by EIC. | BI01010001010000000000000515BI0100001135 | 300 | M3 |
| 23 | 23 | Exterior Paint: Providing and applying one coat of approved primer & two coats or more of Exterior Emulsion paint of approved make & shade to all external surfaces of cement plastered work or concrete including scaffolding, preparation of the surfaces as per manufacturers requirements, crack filling with approved filler material, curing etc. complete as per manufacturers specifications & as directed by CONSULTANT / IOCL Engineer in charge. | BI01010001010000000000000515BI0100001136 | 300 | M2 |
| 24 | 24 | Interior Paint: Providing & applying one coat of primer, one coat of putty and three coats of acrylic Emulson paint of approved shade & make, carrying out the work as per manufacturer specification including cleaning, internal surface preparation, staging/ scaffolding etc. complete and as directed by CONSULTANT / IOCL Engineer incharge. | BI01010001010000000000000515BI0100001137 | 220 | KG |
| 25 | 25 | Providing and laying Random rubble masonry below plinth Random rubble masonry with hard stone in superstructure below plinth level, including levelling up with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) with cement mortar 1:6 (1 cement: 6 sand ) as directed by IOCL/Consultant. | BI01010001010000000000000515BI0100001138 | 20 | KG |
| 26 | 26 | Providing and laying Random rubble masonry above plinth Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) with cement mortar 1:6 (1 cement: 6 sand ) as directed by IOCL/Consultant. | BI01010001010000000000000515BI0100001139 | 20 | M3 |
| 27 | 27 | Providing specified type of pointing in brick or stone masonry including curing etc. \nRaised and cut pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand). | BI01010001010000000000000515BI0100001140 | 100 | M2 |
| 28 | 28 | Epoxy Finished Flooring Epoxy Painting in Floor for marking as directed by IOCL/CONSULTANT Engineer in change and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. | BI01010001010000000000000515BI0100001141 | 100 | M3 |
| 29 | 29 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-part 2 for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits, foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, apron, surrounding of pipes, conduits etc. along the perimeter of the building including all bye works complete as per specification and direction of EIC (only ground floor plinth area of the building will be measured for the payment). The work to be executed by approved agency and specified guarantee for 10 years shall be furnished by the bidder. The various steps and rates of application given in IS 6313-part 2 shall be followed. | BI01010001010000000000000515BI0100001142 | 945 | M3 |
| 30 | 30 | Rolling Shutters (Motor operated) Gear operated type-rolling shutters with gear box and crank handle at waist level on inside as well as outside Providing & fixing rolling shutter made out of 18 gauge steel sheets for laths, including bottom rail, guide channels, lock plates, locking arrangement, fixing bolts, pulling handles, hood, rolling arrangement, standard make springs in brackets, necessary bearings, etc. including fixing of frames with rag bolts, grouting of parts in position etc. and also including two coats of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour, shade & brand etc. complete as per relevant IS standard or as per manufacturer's requirements or as directed by IOCL. All fitted & fixed complete as per the drawings and instructions of CONSULTANT/IOCL Engineer In charge. Approx. size of shutters shall be 6m x 5m. | BI01010001010000000000000515BI0100001143 | 2 | M2 |
| 31 | 31 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 160 mm diameter PVC Rain wate pipes. | BI01010001010000000000000515BI0100001144 | 300 | M2 |
| 32 | 32 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 110 mm dia UPVC rain water down take pipe. | BI01010001010000000000000515BI0100001145 | 100 | M |
| 33 | 33 | Providing and fixing 18mm thick Granite of any colour and shade for window sills etc., gang saw cut mirror polished premoulded and prepolished) machine cut of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. including providing edge moulding including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge complete at all levels. | BI01010001010000000000000515BI0100001146 | 10 | EA |
| 34 | 34 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position.\nAll Painting Work shall be carried out preferably at Shop or as directed by IOCL Engineer in charge as per painting scheme given for above for PEB work. Final Touch up Paint may be provided at site after erection as directed by IOCL/CONSULTANT.\n- (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding all complete as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL | BI01010001010000000000000515BI0100001147 | 1000 | M2 |
| 35 | 35 | Supply and fixing DB in steel sheet enclosure with 4-pole MCCB of breaking capacity 16 KA of 100 Amp, as per specifications and direction of Engineer in Charge. | BI01010001010000000000000515BI0100001148 | 1 | M2 |
| 36 | 36 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB: Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 8 Nos. for each phase. The DB shall have separate phase, neutral and earth buses. The DB shall be suitable for mounting on MS brackets grouted to the wall. Suitable cable entries shall be provided. The DB shall be double door type and suitable double compression type Nickel plated brass cable glands for required cable entry for incoming and outgoing side shall be provided. The earth bus shall be suitable for taking individual earth leads for each circuit. The gaskets used if any, shall be of neoprene only. | BI01010001010000000000000515BI0100001149 | 1 | M2 |
| 37 | 37 | Supply & Laying horizontally and vertically of PVC/XLPE insulated cables of following sizes on cable trays, supported on steel structures, in ready made trenches and / or to pull-through pipes. The rates shall include the supply and fixing of aluminium number tags, G.I. saddles / clamps, saddle bars, etc, including transportation from supply store to the place of installation, unpacking and return the cable drums to site stores with all labour and materials as per the standard specifications, drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001150 | ||
| 38 | 37.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001151 | 400 | M |
| 39 | 37.02 | 3.5C x 25 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001152 | 100 | M |
| 40 | 37.03 | 4C x 16 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001153 | 100 | M |
| 41 | 37.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) with FRLS insulation | BI01010001010000000000000515BI0100001154 | 400 | M |
| 42 | 38 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Beluga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charg Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | BI01010001010000000000000515BI0100001155 | ||
| 43 | 38.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001156 | 2 | EACH |
| 44 | 38.02 | 3.5 C x 25 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001157 | 6 | EACH |
| 45 | 38.03 | 4C x 16 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001158 | 6 | EACH |
| 46 | 38.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) | BI01010001010000000000000515BI0100001159 | 100 | EACH |
| 47 | 39 | PERFORATED GI CABLE TRAY \nSupplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001160 | ||
| 48 | 39.01 | S/F/I Perforated GI trays of 100mm x 25mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001161 | 40 | M |
| 49 | 39.02 | S/F/I Perforated GI trays of 150mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001162 | 80 | M |
| 50 | 39.03 | S/F/I Perforated GI trays of 300mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001163 | 80 | M |
| 51 | 40 | Supply,Installation, connection and testing of following lighting fixtures with suitable lamps and 'junction box (100mmx100mm) provided for point wiring, with lamps and suitable control gear box, 'including supply of all hardware like anchor fasteners, bolts, etc. required for installation, labour and 'materials as per standard specifications,drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001164 | ||
| 52 | 40.01 | Industrial type high bay fixture suitable 120W LED lamp with integral Diver and glass cover with IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL120LED, 'catalogue no.-LH01-102-XXX-50-XXCrompton Catalogue no.:-LHB120CDL/60, Wipro | BI01010001010000000000000515BI0100001165 | 8 | EACH |
| 53 | 40.02 | Industrial type surface mounted low bay type fixture suitable 90W LED lamp with integral Driver and IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL80LED, Crompton Catalogue no.:-LHB90CDL/61, Wipro catalogue no.- LH01-751-XXX-50-XX | BI01010001010000000000000515BI0100001166 | 20 | EACH |
| 54 | 40.03 | 120W LED Street light type fixture with integral driver suitable for IP-66 class of protection, equivalent to Bajaj'Catalogue no.-BRTFG120LED, Crompton Catalogue no.:-LSTN120CDL, Wipro catalogue 'no.-LR02-132-XXX-57-XX | BI01010001010000000000000515BI0100001167 | 10 | EACH |
| 55 | 41 | Point wiring of the light points, ceiling fans, exhaust /circulator fans and power plug points from the lighting panels / control switch-boxes to the various light / fan / power plug points, using Medium duty 25mm dia metallic conduits and conduit fittings. Embedding the same in R.C.C. slabs, beams and walls in concealed manner, with 1100V grade FRLS type PVC insulated, colour coded, 2.5 / 4 sq.mm stranded copper conductor wires from approved makes for phase and neutral conductors and 1.5/2.5sq mm FRLS PVC Insulated copper wire forearth conductor. The switch-boxes shall be embedded in wall and be made of 14SWG M.S. sheet with brass / rust-proof wall fixing screws, as approved by Engineer-in-charge. Switches, Step type 'Electronic fan regulator, etc., on the same phase shall be housed in the same switch-box. Switches/MCB shall be industrial type and from approved makes only. The mode of mesurement of wiring to the various points will as under. Each switch / MCB and the corresponding point shall be considered as one full point. Where one switch / MCB controls more than one point, the first point from the switch / MCB shall be considered as one full point and the other points in the group shall be considered as half point each. The wiring 'specified here will cover the circuits from switch box/ lighting panel to the point outlets only. | BI01010001010000000000000515BI0100001168 | ||
| 56 | 41.01 | Wiring for light points/ fan points with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class metallic conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | BI01010001010000000000000515BI0100001169 | 10 | EACH |
| 57 | 41.02 | Switch-box (excluding the supply of switch-box and switches) -- Half points (From switchbox to switchbox) | BI01010001010000000000000515BI0100001170 | 5 | EACH |
| 58 | 41.03 | Light points (with 2.5 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001171 | 9 | EACH |
| 59 | 41.04 | Light points (with 2.5 sq.mm. cu. wire)---- Half points | BI01010001010000000000000515BI0100001172 | 15 | EACH |
| 60 | 41.05 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Full points | BI01010001010000000000000515BI0100001173 | 5 | EACH |
| 61 | 41.06 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Half point (installed on switchbox, etc.) | BI01010001010000000000000515BI0100001174 | 10 | EACH |
| 62 | 41.07 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001175 | 2 | EACH |
| 63 | 41.08 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire) ---- Half point | BI01010001010000000000000515BI0100001176 | 2 | EACH |
| 64 | 41.09 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001177 | 2 | EACH |
| 65 | 42 | Providing earthing with 80 mm dia, 3.8 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specifications & direction of Engineer-In-charge. | BI01010001010000000000000515BI0100001178 | 3 | EACH |
| 66 | 43 | Supply, installation, testing and commissioning of Hot Dipped G.I. (85 Micron thick) /Copper earthing loop / grid conductors of following sizes along the cable trenchs / cable trays / on the wall or structures / buried in ground (500mm depth) including excavation and back filling. Installation shall include the welding at joints and providing anti corrosive point (black butimine) at the welded portion and clamping using G.I. clamps and necessary hardware and materials as per standard drawings, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001179 | ||
| 67 | 43.01 | 50 x 6 mm Hot dipped GI Strip. | BI01010001010000000000000515BI0100001180 | 100 | M |
| 68 | 43.02 | 25 x 3 mm Hot Dipped G.I. Strip | BI01010001010000000000000515BI0100001181 | 50 | M |
| 69 | 43.03 | 8 SWG Hot dipped G.I Wire | BI01010001010000000000000515BI0100001182 | 100 | M |
| 70 | 44 | Supply, Installation, testing, Commissioning of 600 mm dia. 240V, 1-Ph, AC heavy duty non flameproof, air circulator fan including starter, kaul, mounting bracket and other accessories. (Suitable for wall/structure mounting type). | BI01010001010000000000000515BI0100001183 | 5 | EACH |
| 71 | 45 | Providing & fixing roof mounted solar tubular day lighting system of 750 mm dia (Tube) consisting (i) Light Collector of UV stabilized optical grade 2 mm clear transparent Polycarbonate dome with/without light management deflection panels. (ii) Factory made metal kerb with 2 seal system or UV stabilized moulded FRP roof kerb/adopter with water breaker arrangement and to be fixed onto metal sheet roof. The adoptor/kerb base should be flat, roof hugging and 100% matching with corrugation profile of base roof sheet. (iii) 1200 mm long anodised & PVD coated Light transfer tubing system of 2 mm thick (min) Aluminium alloy sheet without joint (iv) Double glazed diffuser of UV stabilized optical grade Polycarbonate material along with injection moulded ABS plastic or FRP ring. The diffuser can also be of semi clear 2 mm (min) prismatic Polycarbonate dome shape with one side plain and surface structure on one side. The design and shape of solar light shall be as per manufacturer's specifications and fixing of the whole system shall be completely leak proof. The solar day lighter shall provide at least 200 LUX at ground when installed at approx. 10 M height under clear sky conditions of ambient light of 1,00,000 LUX . | BI01010001010000000000000515BI0100001184 | 2 | EACH |
| 72 | 46 | Supply and fixing of exhaust fan 12" heavy duty, make GEC or equivalen including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. | BI01010001010000000000000515BI0100001185 | 4 | EACH |
| 73 | 47 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen. | BI01010001010000000000000515BI0100001186 | 50 | M |
| 74 | 48 | Colour Coated Profile Sheet for roofing/wall cladding:\nProviding & fixing colour coated Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm. Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6 m or as desired by Engineer-in-charge. The fixing of sheet shall be complete as per manufacturer's specification including provision of Clip, washer, bolts, nuts, self drilling high grip screws with integral washeras necessary for fixing all complete as directed & instructed by CONSULTANT / IOCL Engineer. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area).\n | BI01010001010000000000000515BI0100001187 | 1900 | M2 |
| 75 | 49 | Supplying, erecting and fixing in position plain sheet 600 mm wide Colour coated galvalume ridge cap and corner flushing rolled from 0.58 mm TCT BHP Zincalume AZ-150 High tensile steel (Minimum yield strength of 275 Mpa) including fixing to Sheets stiched by (4.8 x 16 mm) Hex head stitch screws with metal bounded EPDM washers complete in all respects inclusive of cost of all labour, materials, tool, tackles etc. as per specification and direction of Site Engineer/ Engineer-in-Charge. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001188 | 50 | M2 |
| 76 | 50 | Same as above but Plain Sheet for Gutter (600 mm over all girth) with all the necessary accessories required including brackets, welding clamps, bolts, nuts galvanised iron and bituminious washers, drop ends, nozzles, stop ends etc. laid to required slopes making joints water tight, testing etc.complete as specified and directed. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001189 | 80 | M2 |
| 77 | 51 | Supply and fixing of Polycarbonate Translucent sheet of 2 mm thk having top surface plain & bottom surface textured and profile compatible with Zincalume /galvalume sheet with all accessories. The area of Polycarbonate Translucent sheet will be approx. @ of 5% of total covered area for lighting in both roofing & Cladding in matching profile of galvalume sheet as decided by IOCL. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area). | BI01010001010000000000000515BI0100001190 | 120 | M2 |
| 78 | 52 | Turbo Air Natural Ventilator at Roof : Providing & Fixing of Turbo Air Natural Roof Ventilator with 2 mm thk UV Stabilized FRP Base profile to match with Galvalume roof sheeting with adequate overlaps in all sides to avoid seepage/ leakage of water. The FRP Base of the Turbojet will be Tapering from minimum 750 to achieve 600m throat at top. The height of the Turbojet shall be about 600 mm. The ventilators shall have Vanes made out of Hi-Grade Industrial Aluminium and top plate & bottom ring of stainless steel.The turbojet shall have permanently lubricated & sealed type double bearing such as 6001ZZ of SKF and it should be maintenance free & leak proof. Turbojet shall be installed as per manufacturer specification and as directed by IOCL/CONSULTANT Engineer in charge. | BI01010001010000000000000515BI0100001191 | 25 | EACH |
| 79 | 53 | Design, Engineering, Supply, fabrication, transporting, assembling & erecting in place, the Pre-designed, Pre-Engineered Prefab Structure including all columns, rafters, purlins, portals, trusses, beams, plates, sag rods, etc., with all primary & secondary structural members, etc complete for PEB shed having dimension of 45 x 20 SQM and clear span of approx 45 M and catilever portion of 20 M x 5 M as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting specially coated. This item also includes Design, Preparation and submission of design details, detailed fabrication drawings for Pre Engineered Building. The design and drawings to be provided as per the IS norms in applicable zone and shall be finalized by IOCL/ consultant. Item also includes designing of entire structure and suitable foundation in line with enclosed specification & annexure. The job also includes providing monkey ladder in approved design, section thickness for safe access to roof. The design should be such that weather shade of effective widths & span, over openings are built within the form itself. Major Fabrication work shall be carried out at Shop/Factory. For Fabricated Plate Girder Steel Plates conform to IS 8500 Gr 540B Fe shall be used. All Rolled section shall conform to IS2062 Gr Fe 410 WA. Only connection/ fittings shall be permitted at site as directed by IOCL/ Consultant. The rate includes welding weights, site connection, nut & bolts, required dia anchor / foundation bolts with templates, other consimables etc. as per structure design and same will not be measured for payment. Only theoretical Weight of as built Structural members shall be measured for payment purpose. \nThe rate also include vetting of complete structural design by two govt. approved structural design engineers or consultants (preferably govt institutes like IIT / NIT etc.) and submission of structural stability certificate as per the requirement of HUDA/STPA or IOCL or any other statutory agency. TPI shall be carried out by approved party before PEB structures are dispacthed to site. All structure to be painted with approved painting scheme as given below. Rates are inclusive of painting. a) Surface preparation by shot blasting conforming to SA 2.5 (to be done at shop) b) Primer coat of Epoxy Based Zinc Ethyle Silicate Primer (min. 60% vol. solids), one coat of 75 - 80 micron DFT. (to be done at shop c) Intermediate coat of TWO PACK EPOXY HIGH BUILD MIO COATING (min. 60% vol. solids). one coat of 100 -125 micron DFT (to be done at field after touch up primer on welded surfaces). d) Final coats of TWO PACK ALIPHATIC ACRYLIC POLYURETHANE (min. 52% vol. solids), Two coats of combined 60 -70 micron DFT (to be done at field). Total DFT shall be min. 225 micron. Painting shall be done strictly as per the instruction of IOCL/CONSULTANT. Intermediate/Final Coat may be required to provide at Shop/field as directed by IOCL engineer in charge. (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding, painting complete in all respect as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL. | BI01010001010000000000000515BI0100001192 | 85 | MT |
| 80 | 54 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top most ceiling of building/shed. | BI01010001010000000000000515BI0100001193 | 990 | M2 |
| 81 | 55 | PART (B) : EXTENSION OF FINISHED BARREL STORAGE SHED ( 130M X 30 M ) | BI01010001010000000000000515BI0100001194 | ||
| 82 | 56 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc upto 1.5 m depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m. | BI01010001010000000000000515BI0100001195 | 500 | CUM |
| 83 | 57 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m.All kinds of soil for depth from 1.50 m to 3.0 m and below. | BI01010001010000000000000515BI0100001196 | 500 | CUM |
| 84 | 58 | Filling with available good excavated earth (Excavation excluded, rock excluding) Filling the sides of foundations, sub-structures, Plinth/below Grade Slab for development of plot/ shed etc. with approved quality of earth laid in layers not exceeding 300 mm in loose thickness including levelling, watering, ramming, rolling, compacting with 10-12MT mechanical roller / hand compactor/ mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling. complete with any lead within 1 KM from IOCL premises as directed and instructed by CONSULTANT / IOCL Engineer In charge. The item includes cost of dewatering if required including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. | BI01010001010000000000000515BI0100001197 | 700 | CUM |
| 85 | 59 | Filling with imported murrum /earth in Plinth/below Grade Slab Supplying and filling with good quality of approved earth with PI (Plasticity Index) of 1 to 7 (Low plastic) containing not more than 20% cohesive fines namely clay and Max. dry density of material not less than 1.80 gm/cc below grade slab / within plinth, including identifying & locating of borrow pits, excavation at borrow pits outside Plant premises; including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority for operating the borrow pit; loading at borrow pit end; including transportation from borrow pit to IOCL Premises; removing debris, organic matter, etc; spreading in layers not exceeding 300 mm loose depth; rolling, compacting with 10-12 MT mechanical roller / hand compactor /mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling, dewatering during course of filling, watering, compacting the murum or sand to obtain 95% of modified proctor maximum laboratory dry density all complete as per specifications and instructions of IOCL Engineer-in-Charge. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. (Payment to be made on the basis of compacted volume based on initial and final levels). | BI01010001010000000000000515BI0100001198 | 1400 | CUM |
| 86 | 60 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications in plinth, plot,trenches, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. | BI01010001010000000000000515BI0100001199 | 450 | CUM |
| 87 | 61 | Demolishing PCC / R.C.C. work in existing building structures at all heights and depths using pnuematic tools or chemicals or core cutter as approved by Engineer-in- charge including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover , stacking of reinforcement bars and disposal of unserviceable material upto a lead of 1000 metres all complete as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. 3. Cutting of all reinforcement shall be done using hack saw or chisiel or any other method as approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001200 | 65 | CUM |
| 88 | 62 | Demolishing plastered/unplastered brick work in cement mortar at all heights and depths including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover, stacking of serviceable materials and disposal of unserviceable material up to a lead of 1000 metres all completed as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. | BI01010001010000000000000515BI0100001201 | 40 | CUM |
| 89 | 63 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels. | BI01010001010000000000000515BI0100001202 | 400 | SQM |
| 90 | 64 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001203 | 150 | SQM |
| 91 | 65 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface, handset vertically in rectangular lines, interstices filled in with smaller stone chips including watering, compacting/consolidating & finishing to the required levels and lines etc with manual compaction etc complete as directed by Site Engineer. | BI01010001010000000000000515BI0100001204 | 300 | SQM |
| 92 | 66 | HYSD Bars of Grade Fe 415 /500 TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe415/500 for beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/IOCL Engineer-in-Charge. Separate measurement will be made under this item for authorised laps only as per approval of IOCL/Consultant.\nAll Reinforcement Work shall be carriedout Strictly as per Specification for Plain & Reinforced Cement Concrete. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001205 | 185000 | KG |
| 93 | 67 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001206 | 620 | SQM |
| 94 | 68 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001207 | 777 | SQM |
| 95 | 69 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001208 | 500 | SQM |
| 96 | 70 | Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001209 | 69 | SQM |
| 97 | 71 | Providing and laying in position, machine batched, machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001210 | 1200 | CUM |
| 98 | 72 | Providing and laying in position ready mixed concrete of M30 grade, manufactured in fully automatic batching plant and transported to site of work in transit mixer for for RCC works at all levels above plinth level for all structures, equipment foundations, columns, beams, floors, slabs, roof slabs, buildings lintels, gutters staircases, fins, chajjas, pardis, sills, copings, projections, column/ beam encasings etc.(up to a ht.of 8 mts.) above plinth level including all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing but excluding the reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 340 kg/cum. | BI01010001010000000000000515BI0100001211 | 100 | CUM |
| 99 | 73 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :\n1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001212 | 300 | CUM |
| 100 | 74 | Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | BI01010001010000000000000515BI0100001213 | 50 | CUM |
| 101 | 75 | 230 thk Brick Masonry in CM 1:4 Supplying & constructing 230 thk brick masonary walls using bricks of first class burnt clay (class 5.0 as per IS:1077, Compressive strength of Brick 50 kg/cm2) of approved source at all locations and levels with cement mortar (1:4) including scaffolding, racking of joints, watering, but excluding cement plaster finish complete as directed and instructed by IOCL/Consultant Engineer incharge. Brickwork shall be carried out strictly as per Specification for Brick Masonry Work. | BI01010001010000000000000515BI0100001214 | 50 | CUM |
| 102 | 76 | Internal Cement plaster 12mm thk. Providing & applying cement plaster in C.M. 1:4 mix to all RCC & masonry work at all levels and locations including grooves, pattas,drip moulding, scaffolding, watering, raking out joints in masonary or concrete work as per masonry & plaster specification. The rate to include providing and fixing of 200mm wide chicken wire mesh of 26G & 12mm mesh size at the junction of different construction materials. The cement used shall be Portland Pozzolana Cement (Uniform Blended Portland cement with fine pozzolana) conforming to IS:1489 Part 1 and Part 2 | BI01010001010000000000000515BI0100001215 | 640 | SQM |
| 103 | 77 | Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:4 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by CONSULTANT / IOCL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.\nNote: \na) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster.\nb) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. \nc) The above cost includes the rates for making grooves, Plaster Band, Elevation Plaster Treatment & Etc in any shape & size in plaster or as directed by EIC. | BI01010001010000000000000515BI0100001216 | 840 | SQM |
| 104 | 78 | Exterior Paint: Providing and applying one coat of approved primer & two coats or more of Exterior Emulsion paint of approved make & shade to all external surfaces of cement plastered work or concrete including scaffolding, preparation of the surfaces as per manufacturers requirements, crack filling with approved filler material, curing etc. complete as per manufacturers specifications & as directed by CONSULTANT / IOCL Engineer in charge. | BI01010001010000000000000515BI0100001217 | 840 | SQM |
| 105 | 79 | Interior Paint: Providing & applying one coat of primer, one coat of putty and three coats of acrylic Emulson paint of approved shade & make, carrying out the work as per manufacturer specification including cleaning, internal surface preparation, staging/ scaffolding etc. complete and as directed by CONSULTANT / IOCL Engineer incharge. | BI01010001010000000000000515BI0100001218 | 640 | SQM |
| 106 | 80 | Providing and laying Random rubble masonry above plinth Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) with cement mortar 1:6 (1 cement: 6 sand ) as directed by IOCL/Consultant. | BI01010001010000000000000515BI0100001219 | 20 | CUM |
| 107 | 81 | Providing specified type of pointing in brick or stone masonry including curing etc. \nRaised and cut pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) | BI01010001010000000000000515BI0100001220 | 100 | SQM |
| 108 | 82 | Epoxy Finished Flooring Epoxy Painting in Floor for marking as directed by IOCL/CONSULTANT Engineer in change and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. | BI01010001010000000000000515BI0100001221 | 100 | SQM |
| 109 | 83 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-part 2 for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits, foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, apron, surrounding of pipes, conduits etc. along the perimeter of the building including all bye works complete as per specification and direction of EIC (only ground floor plinth area of the building will be measured for the payment). The work to be executed by approved agency and specified guarantee for 10 years shall be furnished by the bidder. The various steps and rates of application given in IS 6313-part 2 shall be followed. | BI01010001010000000000000515BI0100001222 | 4176 | SQM |
| 110 | 84 | Rolling Shutters (Motor operated) Gear operated type-rolling shutters with gear box and crank handle at waist level on inside as well as outside Providing & fixing rolling shutter made out of 18 gauge steel sheets for laths, including bottom rail, guide channels, lock plates, locking arrangement, fixing bolts, pulling handles, hood, rolling arrangement, standard make springs in brackets, necessary bearings, etc. including fixing of frames with rag bolts, grouting of parts in position etc. and also including two coats of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour, shade & brand etc. complete as per relevant IS standard or as per manufacturer's requirements or as directed by IOCL. All fitted & fixed complete as per the drawings and instructions of CONSULTANT/IOCL Engineer In charge. Approx. size of shutters shall be 6m x 6m. | BI01010001010000000000000515BI0100001223 | 4 | EACH |
| 111 | 85 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 160 mm diameter PVC Rain wate pipes. | BI01010001010000000000000515BI0100001224 | 200 | M |
| 112 | 86 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 110 mm dia UPVC rain water down take pipe. | BI01010001010000000000000515BI0100001225 | 200 | M |
| 113 | 87 | Providing and fixing 18mm thick Granite of any colour and shade for window sills etc., gang saw cut mirror polished premoulded and prepolished) machine cut of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. including providing edge moulding including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge complete at all levels. | BI01010001010000000000000515BI0100001226 | 10 | SQM |
| 114 | 88 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position.\nAll Painting Work shall be carried out preferably at Shop or as directed by IOCL Engineer in charge as per painting scheme given for above for PEB work. Final Touch up Paint may be provided at site after erection as directed by IOCL/CONSULTANT.\n- (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding all complete as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL | BI01010001010000000000000515BI0100001227 | 5000 | KG |
| 115 | 89 | Supply and fixing DB in steel sheet enclosure with 4-pole MCCB of breaking capacity 16 KA of 100 Amp, as per specifications and direction of Engineer in Charge | BI01010001010000000000000515BI0100001228 | 3 | EACH |
| 116 | 90 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB: Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 8 Nos. for each phase. The DB shall have separate phase, neutral and earth buses. The DB shall be suitable for mounting on MS brackets grouted to the wall. Suitable cable entries shall be provided. The DB shall be double door type and suitable double compression type Nickel plated brass cable glands for required cable entry for incoming and outgoing side shall be provided. The earth bus shall be suitable for taking individual earth leads for each circuit. The gaskets used if any, shall be of neoprene only. | BI01010001010000000000000515BI0100001229 | 3 | EACH |
| 117 | 91 | Supply & Laying horizontally and vertically of PVC/XLPE insulated cables of following sizes on cable trays, supported on steel structures, in ready made trenches and / or to pull-through pipes. The rates shall include the supply and fixing of aluminium number tags, G.I. saddles / clamps, saddle bars, etc, including transportation from supply store to the place of installation, unpacking and return the cable drums to site stores with all labour and materials as per the standard specifications, drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001230 | ||
| 118 | 91.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001231 | 900 | M |
| 119 | 91.02 | 3.5C x 25 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001232 | 100 | M |
| 120 | 91.03 | 4C x 16 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001233 | 100 | M |
| 121 | 91.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) with FRLS insulation | BI01010001010000000000000515BI0100001234 | 1000 | M |
| 122 | 92 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Beluga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charg Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | BI01010001010000000000000515BI0100001235 | ||
| 123 | 92.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001236 | 6 | EACH |
| 124 | 92.02 | 3.5 C x 25 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001237 | 8 | EACH |
| 125 | 92.03 | 4C x 16 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001238 | 8 | EACH |
| 126 | 92.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) | BI01010001010000000000000515BI0100001239 | 160 | EACH |
| 127 | 93 | PERFORATED GI CABLE TRAY \nSupplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001240 | ||
| 128 | 93.01 | S/F/I Perforated GI trays of 100mm x 25mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001241 | 100 | M |
| 129 | 93.02 | S/F/I Perforated GI trays of 150mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001242 | 100 | M |
| 130 | 93.03 | S/F/I Perforated GI trays of 300mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001243 | 150 | M |
| 131 | 94 | Supply,Installation, connection and testing of following lighting fixtures with suitable lamps and 'junction box (100mmx100mm) provided for point wiring, with lamps and suitable control gear box, 'including supply of all hardware like anchor fasteners, bolts, etc. required for installation, labour and 'materials as per standard specifications,drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001244 | ||
| 132 | 94.01 | Industrial type high bay fixture suitable 120W LED lamp with integral Diver and glass cover with IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL120LED, 'catalogue no.-LH01-102-XXX-50-XXCrompton Catalogue no.:-LHB120CDL/60, Wipro | BI01010001010000000000000515BI0100001245 | 25 | EACH |
| 133 | 94.02 | Industrial type surface mounted low bay type fixture suitable 90W LED lamp with integral Driver and IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL80LED, Crompton Catalogue no.:-LHB90CDL/61, Wipro catalogue no.- LH01-751-XXX-50-XX | BI01010001010000000000000515BI0100001246 | 100 | EACH |
| 134 | 94.03 | 120W LED Street light type fixture with integral driver suitable for IP-66 class of protection, equivalent to Bajaj'Catalogue no.-BRTFG120LED, Crompton Catalogue no.:-LSTN120CDL, Wipro catalogue 'no.-LR02-132-XXX-57-XX | BI01010001010000000000000515BI0100001247 | 12 | EACH |
| 135 | 95 | Point wiring of the light points, ceiling fans, exhaust /circulator fans and power plug points from the lighting panels / control switch-boxes to the various light / fan / power plug points, using Medium duty 25mm dia metallic conduits and conduit fittings. Embedding the same in R.C.C. slabs, beams and walls in concealed manner, with 1100V grade FRLS type PVC insulated, colour coded, 2.5 / 4 sq.mm stranded copper conductor wires from approved makes for phase and neutral conductors and 1.5/2.5sq mm FRLS PVC Insulated copper wire forearth conductor. The switch-boxes shall be embedded in wall and be made of 14SWG M.S. sheet with brass / rust-proof wall fixing screws, as approved by Engineer-in-charge. Switches, Step type 'Electronic fan regulator, etc., on the same phase shall be housed in the same switch-box. Switches/MCB shall be industrial type and from approved makes only. The mode of mesurement of wiring to the various points will as under. Each switch / MCB and the corresponding point shall be considered as one full point. Where one switch / MCB controls more than one point, the first point from the switch / MCB shall be considered as one full point and the other points in the group shall be considered as half point each. The wiring 'specified here will cover the circuits from switch box/ lighting panel to the point outlets only. | BI01010001010000000000000515BI0100001248 | ||
| 136 | 95.01 | Wiring for light points/ fan points with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class metallic conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | BI01010001010000000000000515BI0100001249 | 10 | EACH |
| 137 | 95.02 | Switch-box (excluding the supply of switch-box and switches) -- Half points (From switchbox to switchbox) | BI01010001010000000000000515BI0100001250 | 20 | EACH |
| 138 | 95.03 | Light points (with 2.5 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001251 | 20 | EACH |
| 139 | 95.04 | Light points (with 2.5 sq.mm. cu. wire)---- Half points | BI01010001010000000000000515BI0100001252 | 40 | EACH |
| 140 | 95.05 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Full points | BI01010001010000000000000515BI0100001253 | 12 | EACH |
| 141 | 95.06 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Half point (installed on switchbox, etc.) | BI01010001010000000000000515BI0100001254 | 20 | EACH |
| 142 | 95.07 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001255 | 10 | EACH |
| 143 | 95.08 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire) ---- Half point | BI01010001010000000000000515BI0100001256 | 20 | EACH |
| 144 | 95.09 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001257 | 2 | EACH |
| 145 | 95.1 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001258 | 2 | EACH |
| 146 | 95.11 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001259 | 12 | EACH |
| 147 | 96 | Providing earthing with 80 mm dia, 3.8 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specifications & direction of Engineer-In-charge. | BI01010001010000000000000515BI0100001260 | 4 | EACH |
| 148 | 97 | Supply, installation, testing and commissioning of Hot Dipped G.I. (85 Micron thick) /Copper earthing loop / grid conductors of following sizes along the cable trenchs / cable trays / on the wall or structures / buried in ground (500mm depth) including excavation and back filling. Installation shall include the welding at joints and providing anti corrosive point (black butimine) at the welded portion and clamping using G.I. clamps and necessary hardware and materials as per standard drawings, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001261 | ||
| 149 | 97.01 | 50 x 6 mm Hot dipped GI Strip. | BI01010001010000000000000515BI0100001262 | 300 | M |
| 150 | 97.02 | 25 x 3 mm Hot Dipped G.I. Strip | BI01010001010000000000000515BI0100001263 | 100 | M |
| 151 | 97.03 | 8 SWG Hot dipped G.I Wire | BI01010001010000000000000515BI0100001264 | 400 | M |
| 152 | 98 | Supply, Installation, testing, Commissioning of 600 mm dia. 240V, 1-Ph, AC heavy duty non flameproof, air circulator fan including starter, kaul, mounting bracket and other accessories. (Suitable for wall/structure mounting type). | BI01010001010000000000000515BI0100001265 | 10 | EACH |
| 153 | 99 | Providing & fixing roof mounted solar tubular day lighting system of 750 mm dia (Tube) consisting (i) Light Collector of UV stabilized optical grade 2 mm clear transparent Polycarbonate dome with/without light management deflection panels. (ii) Factory made metal kerb with 2 seal system or UV stabilized moulded FRP roof kerb/adopter with water breaker arrangement and to be fixed onto metal sheet roof. The adoptor/kerb base should be flat, roof hugging and 100% matching with corrugation profile of base roof sheet. (iii) 1200 mm long anodised & PVD coated Light transfer tubing system of 2 mm thick (min) Aluminium alloy sheet without joint (iv) Double glazed diffuser of UV stabilized optical grade Polycarbonate material along with injection moulded ABS plastic or FRP ring. The diffuser can also be of semi clear 2 mm (min) prismatic Polycarbonate dome shape with one side plain and surface structure on one side. The design and shape of solar light shall be as per manufacturer's specifications and fixing of the whole system shall be completely leak proof. The solar day lighter shall provide at least 200 LUX at ground when installed at approx. 10 M height under clear sky conditions of ambient light of 1,00,000 LUX . | BI01010001010000000000000515BI0100001266 | 6 | EACH |
| 154 | 100 | Supply and fixing of exhaust fan 12" heavy duty, make GEC or equivalen including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. | BI01010001010000000000000515BI0100001267 | 4 | EACH |
| 155 | 101 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen. | BI01010001010000000000000515BI0100001268 | 100 | M |
| 156 | 102 | Colour Coated Profile Sheet for roofing/Wall cladding:\nProviding & fixing colour coated Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm. Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6 m or as desired by Engineer-in-charge. The fixing of sheet shall be complete as per manufacturer's specification including provision of Clip, washer, bolts, nuts, self drilling high grip screws with integral washeras necessary for fixing all complete as directed & instructed by CONSULTANT / IOCL Engineer. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area).\n | BI01010001010000000000000515BI0100001269 | 6000 | SQM |
| 157 | 103 | Supplying, erecting and fixing in position plain sheet 600 mm wide Colour coated galvalume ridge cap and corner flushing rolled from 0.58 mm TCT BHP Zincalume AZ-150 High tensile steel (Minimum yield strength of 275 Mpa) including fixing to Sheets stiched by (4.8 x 16 mm) Hex head stitch screws with metal bounded EPDM washers complete in all respects inclusive of cost of all labour, materials, tool, tackles etc. as per specification and direction of Site Engineer/ Engineer-in-Charge. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001270 | 100 | SQM |
| 158 | 104 | Same as above but Plain Sheet for Gutter (600 mm over all girth) with all the necessary accessories required including brackets, welding clamps, bolts, nuts galvanised iron and bituminious washers, drop ends, nozzles, stop ends etc. laid to required slopes making joints water tight, testing etc.complete as specified and directed. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001271 | 100 | SQM |
| 159 | 105 | The item also includes supply and fixing of Polycarbonate Translucent sheet of 2 mm thk having top surface plain & bottom surface textured and profile compatible with Zincalume /galvalume sheet with all accessories. The area of Polycarbonate Translucent sheet will be approx. @ of 5% of total covered area for lighting in both roofing & Cladding in matching profile of galvalume sheet as decided by IOCL. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area). | BI01010001010000000000000515BI0100001272 | 600 | SQM |
| 160 | 106 | Turbo Air Natural Ventilator at Roof : Providing & Fixing of Turbo Air Natural Roof Ventilator with 2 mm thk UV Stabilized FRP Base profile to match with Galvalume roof sheeting with adequate overlaps in all sides to avoid seepage/ leakage of water. The FRP Base of the Turbojet will be Tapering from minimum 750 to achieve 600m throat at top. The height of the Turbojet shall be about 600 mm. The ventilators shall have Vanes made out of Hi-Grade Industrial Aluminium and top plate & bottom ring of stainless steel.The turbojet shall have permanently lubricated & sealed type double bearing such as 6001ZZ of SKF and it should be maintenance free & leak proof. Turbojet shall be installed as per manufacturer specification and as directed by IOCL/CONSULTANT Engineer in charge. | BI01010001010000000000000515BI0100001273 | 100 | EACH |
| 161 | 107 | Design, Engineering, Supply, fabrication, transporting, assembling & erecting in place, the Pre-designed, Pre-Engineered Prefab Structure including all columns, rafters, purlins, portals, trusses, beams, plates, sag rods, etc., with all primary & secondary structural members, etc complete for PEB shed having dimension of 30 x 130 SQM and clear span of approx 30 M and catilever portion of 30M x 5 M as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting specially coated. This item also includes Design, Preparation and submission of design details, detailed fabrication drawings for Pre Engineered Building. The design and drawings to be provided as per the IS norms in applicable zone and shall be finalized by IOCL/ consultant. Item also includes designing of entire structure and suitable foundation in line with enclosed specification & annexure. The job also includes providing monkey ladder in approved design, section thickness for safe access to roof. The design should be such that weather shade of effective widths & span, over openings are built within the form itself. Major Fabrication work shall be carried out at Shop/Factory. For Fabricated Plate Girder Steel Plates conform to IS 8500 Gr 540B Fe shall be used. All Rolled section shall conform to IS2062 Gr Fe 410 WA. Only connection/ fittings shall be permitted at site as directed by IOCL/ Consultant. The rate includes welding weights, site connection, nut & bolts, required dia anchor / foundation bolts with templates, other consimables etc. as per structure design and same will not be measured for payment. Only theoretical Weight of as built Structural members shall be measured for payment purpose. \nThe rate also include vetting of complete structural design by two govt. approved structural design engineers or consultants (preferably govt institutes like IIT / NIT etc.) and submission of structural stability certificate as per the requirement of HUDA/STPA or IOCL or any other statutory agency.\nAll structure to be painted with approved painting scheme as given below. Rates are inclusive of painting.\n a) Surface preparation by shot blasting conforming to SA 2.5 (to be done at shop) b) Primer coat of Epoxy Based Zinc Ethyle Silicate Primer (min. 60% vol. solids), one coat of 75 - 80 micron DFT. (to be done at shop c) Intermediate coat of TWO PACK EPOXY HIGH BUILD MIO COATING (min. 60% vol. solids). one coat of 100 -125 micron DFT (to be done at field after touch up primer on welded surfaces).\nd) Final coats of TWO PACK ALIPHATIC ACRYLIC POLYURETHANE (min. 52% vol. solids), Two coats of combined 60 -70 micron DFT (to be done at field). Total DFT shall be min. 225 micron. Painting shall be done strictly as per the instruction of IOCL/CONSULTANT. Intermediate/Final Coat may be required to provide at Shop/field as directed by IOCL engineer in charge. (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding, painting complete in all respect as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL. | BI01010001010000000000000515BI0100001274 | 264 | MT |
| 162 | 108 | Three Track Windows - Supplying, fabricating and fixing three track sliding windows made out of Jindal sections 8685 (1.659 Kg/Rm) as frame bottom with gutter, 8782 (1.284 Kg/Rm) as frame top & sides, 8604 (0.522 Kg/Rm.) as side frame,8602 (0.663 Kg/Rm) as shutter interlock, 8603 (0.641 Kg/Rm) as shutter top & bottom. with all necessary fittings like window handles, wheels, rubber gasket, locks and top guide with 5.5mm thick black tinted glass etc. complete. | BI01010001010000000000000515BI0100001275 | 100 | SQM |
| 163 | 109 | 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with 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/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge.Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections. | BI01010001010000000000000515BI0100001276 | 400 | KG |
| 164 | 110 | Providing and fixing 12mm thick Pre-laminated particle board with decorative lamination on both sides, flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade-l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of Engineer in charge. | BI01010001010000000000000515BI0100001277 | 50 | SQM |
| 165 | 111 | Providing and fixing with float glass panes of 6.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001278 | 25 | SQM |
| 166 | 112 | Providing and fixing with float glass panes of 8.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001279 | 15 | SQM |
| 167 | 113 | Supply and fixing of lowers with Timex bond or Euro Bond Aluminium composite panel 4mm (0.50mm) thik. With aluminium section 38mm x38mm, M.S. wear grill (gape 1’’x1’’) for safety of birds, with weather silicon sealant dc789, beaker rod, necessary hardware and labour charge. | BI01010001010000000000000515BI0100001280 | 100 | SQM |
| 168 | 114 | Providing and fixing double action hydraulic floor spring with stainless steel cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001281 | 2 | EACH |
| 169 | 115 | Providing & fixing chromium plated brass night latch including necessary screws etc. complete. | BI01010001010000000000000515BI0100001282 | 2 | EACH |
| 170 | 116 | Providing & Fixing 15mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeter wall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main'T', bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/m 0 KC. | BI01010001010000000000000515BI0100001283 | 50 | SQM |
| 171 | 117 | Supply and fixing of recessed mounting luminaries (LED fittings) of Philips/Crompton/ WIPRO make for false ceiling including provision of suitable ply board over false ceiling for mounting of fittings, etc. all complete as per specifications and equivalent to Philips cat no. as per details given and direction of Engineer In-charge. Philips Cat. No.:FBS 285/ 2P11W / WIPRO WVP 50211 / Crompton Cat. No.: TLD 211 with 2 x PL-S 11W/18W. | BI01010001010000000000000515BI0100001284 | 10 | EACH |
| 172 | 118 | Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earth pit by 50x6mm GI Strip. | BI01010001010000000000000515BI0100001285 | 2 | EACH |
| 173 | 119 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top most ceiling of building/shed. | BI01010001010000000000000515BI0100001286 | 4290 | SQM |
| 174 | 120 | PART (C) : NEW SMALL CAN FILLING SHED ( 90M X 45 M ) | BI01010001010000000000000515BI0100001287 | ||
| 175 | 121 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc upto 1.5 m depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m. | BI01010001010000000000000515BI0100001288 | 375 | CUM |
| 176 | 122 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m.All kinds of soil for depth from 1.50 m to 3.0 m and below. | BI01010001010000000000000515BI0100001289 | 375 | CUM |
| 177 | 123 | Filling with available good excavated earth (Excavation excluded, rock excluding) Filling the sides of foundations, sub-structures, Plinth/below Grade Slab for development of plot/ shed etc. with approved quality of earth laid in layers not exceeding 300 mm in loose thickness including levelling, watering, ramming, rolling, compacting with 10-12MT mechanical roller / hand compactor/ mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling. complete with any lead within 1 KM from IOCL premises as directed and instructed by CONSULTANT / IOCL Engineer In charge. The item includes cost of dewatering if required including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. | BI01010001010000000000000515BI0100001290 | 500 | CUM |
| 178 | 124 | Filling with imported murrum /earth in Plinth/below Grade Slab Supplying and filling with good quality of approved earth with PI (Plasticity Index) of 1 to 7 (Low plastic) containing not more than 20% cohesive fines namely clay and Max. dry density of material not less than 1.80 gm/cc below grade slab / within plinth, including identifying & locating of borrow pits, excavation at borrow pits outside Plant premises; including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority for operating the borrow pit; loading at borrow pit end; including transportation from borrow pit to IOCL Premises; removing debris, organic matter, etc; spreading in layers not exceeding 300 mm loose depth; rolling, compacting with 10-12 MT mechanical roller / hand compactor /mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling, dewatering during course of filling, watering, compacting the murum or sand to obtain 95% of modified proctor maximum laboratory dry density all complete as per specifications and instructions of IOCL Engineer-in-Charge. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. (Payment to be made on the basis of compacted volume based on initial and final levels). | BI01010001010000000000000515BI0100001291 | 2430 | CUM |
| 179 | 125 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications in plinth, plot,trenches, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. | BI01010001010000000000000515BI0100001292 | 610 | CUM |
| 180 | 126 | Dismantling expanded metal or I.R.C. fabrics/chain link fencing with necessary battens and beading including stacking the serviceable material within premises | BI01010001010000000000000515BI0100001293 | 225 | SQM |
| 181 | 127 | Dismantling and stacking within premises, fencing posts or struts including all earth work and dismantling of concrete etc. in base of T or L iron or pipe. | BI01010001010000000000000515BI0100001294 | 100 | EACH |
| 182 | 128 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | BI01010001010000000000000515BI0100001295 | 200 | KG |
| 183 | 129 | Demolishing PCC / R.C.C. work in existing building structures at all heights and depths using pnuematic tools or chemicals or core cutter as approved by Engineer-in- charge including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover , stacking of reinforcement bars and disposal of unserviceable material upto a lead of 1000 metres all complete as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. 3. Cutting of all reinforcement shall be done using hack saw or chisiel or any other method as approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001296 | 30 | CUM |
| 184 | 130 | Demolishing plastered/unplastered brick work in cement mortar at all heights and depths including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover, stacking of serviceable materials and disposal of unserviceable material up to a lead of 1000 metres all completed as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. | BI01010001010000000000000515BI0100001297 | 70 | CUM |
| 185 | 131 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface, handset vertically in rectangular lines, interstices filled in with smaller stone chips including watering, compacting/consolidating & finishing to the required levels and lines etc with manual compaction etc complete as directed by Site Engineer. | BI01010001010000000000000515BI0100001298 | 250 | SQM |
| 186 | 132 | HYSD Bars of Grade Fe 415 /500 TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe415/500 for beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/IOCL Engineer-in-Charge. Separate measurement will be made under this item for authorised laps only as per approval of IOCL/Consultant.\nAll Reinforcement Work shall be carriedout Strictly as per Specification for Plain & Reinforced Cement Concrete. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001299 | 150000 | KG |
| 187 | 133 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001300 | 343 | SQM |
| 188 | 134 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001301 | 719 | SQM |
| 189 | 135 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001302 | 250 | SQM |
| 190 | 136 | Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001303 | 55 | SQM |
| 191 | 137 | Providing and laying in position, machine batched, machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001304 | 975 | CUM |
| 192 | 138 | Providing and laying in position, machine batched, machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001305 | 100 | CUM |
| 193 | 139 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :\n1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001306 | 300 | CUM |
| 194 | 140 | Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | BI01010001010000000000000515BI0100001307 | 50 | CUM |
| 195 | 141 | 230 thk Brick Masonry in CM 1:4 Supplying & constructing 230 thk brick masonary walls using bricks of first class burnt clay (class 5.0 as per IS:1077, Compressive strength of Brick 50 kg/cm2) of approved source at all locations and levels with cement mortar (1:4) including scaffolding, racking of joints, watering, but excluding cement plaster finish complete as directed and instructed by IOCL/Consultant Engineer incharge. Brickwork shall be carried out strictly as per Specification for Brick Masonry Work. | BI01010001010000000000000515BI0100001308 | 124 | CUM |
| 196 | 142 | Internal Cement plaster 12mm thk. Providing & applying cement plaster in C.M. 1:4 mix to all RCC & masonry work at all levels and locations including grooves, pattas,drip moulding, scaffolding, watering, raking out joints in masonary or concrete work as per masonry & plaster specification. The rate to include providing and fixing of 200mm wide chicken wire mesh of 26G & 12mm mesh size at the junction of different construction materials. The cement used shall be Portland Pozzolana Cement (Uniform Blended Portland cement with fine pozzolana) conforming to IS:1489 Part 1 and Part 2 | BI01010001010000000000000515BI0100001309 | 540 | SQM |
| 197 | 143 | Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:4 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by CONSULTANT / IOCL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.\nNote: \na) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster.\nb) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. \nc) The above cost includes the rates for making grooves, Plaster Band, Elevation Plaster Treatment & Etc in any shape & size in plaster or as directed by EIC. | BI01010001010000000000000515BI0100001310 | 740 | SQM |
| 198 | 144 | Exterior Paint: Providing and applying one coat of approved primer & two coats or more of Exterior Emulsion paint of approved make & shade to all external surfaces of cement plastered work or concrete including scaffolding, preparation of the surfaces as per manufacturers requirements, crack filling with approved filler material, curing etc. complete as per manufacturers specifications & as directed by CONSULTANT / IOCL Engineer in charge. | BI01010001010000000000000515BI0100001311 | 740 | SQM |
| 199 | 145 | Interior Paint: Providing & applying one coat of primer, one coat of putty and three coats of acrylic Emulson paint of approved shade & make, carrying out the work as per manufacturer specification including cleaning, internal surface preparation, staging/ scaffolding etc. complete and as directed by CONSULTANT / IOCL Engineer incharge. | BI01010001010000000000000515BI0100001312 | 540 | SQM |
| 200 | 146 | Providing and laying Random rubble masonry above plinth Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) with cement mortar 1:6 (1 cement: 6 sand ) as directed by IOCL/Consultant. | BI01010001010000000000000515BI0100001313 | 20 | CUM |
| 201 | 147 | Providing specified type of pointing in brick or stone masonry including curing etc. \nRaised and cut pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) | BI01010001010000000000000515BI0100001314 | 100 | SQM |
| 202 | 148 | Epoxy Finished Flooring Epoxy Painting in Floor for marking as directed by IOCL/CONSULTANT Engineer in change and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. | BI01010001010000000000000515BI0100001315 | 100 | SQM |
| 203 | 149 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-part 2 for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits, foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, apron, surrounding of pipes, conduits etc. along the perimeter of the building including all bye works complete as per specification and direction of EIC (only ground floor plinth area of the building will be measured for the payment). The work to be executed by approved agency and specified guarantee for 10 years shall be furnished by the bidder. The various steps and rates of application given in IS 6313-part 2 shall be followed. | BI01010001010000000000000515BI0100001316 | 4455 | SQM |
| 204 | 150 | Rolling Shutters (Motor operated) Gear operated type-rolling shutters with gear box and crank handle at waist level on inside as well as outside Providing & fixing rolling shutter made out of 18 gauge steel sheets for laths, including bottom rail, guide channels, lock plates, locking arrangement, fixing bolts, pulling handles, hood, rolling arrangement, standard make springs in brackets, necessary bearings, etc. including fixing of frames with rag bolts, grouting of parts in position etc. and also including two coats of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour, shade & brand etc. complete as per relevant IS standard or as per manufacturer's requirements or as directed by IOCL. All fitted & fixed complete as per the drawings and instructions of CONSULTANT/IOCL Engineer In charge. Approx. size of shutters shall be 6m x 6m. | BI01010001010000000000000515BI0100001317 | 6 | EACH |
| 205 | 151 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 160 mm diameter PVC Rain wate pipes. | BI01010001010000000000000515BI0100001318 | 402 | M |
| 206 | 152 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 110 mm dia UPVC rain water down take pipe. | BI01010001010000000000000515BI0100001319 | 108 | M |
| 207 | 153 | Providing and fixing 18mm thick Granite of any colour and shade for window sills etc., gang saw cut mirror polished premoulded and prepolished) machine cut of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. including providing edge moulding including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge complete at all levels. | BI01010001010000000000000515BI0100001320 | 50 | SQM |
| 208 | 154 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position.\nAll Painting Work shall be carried out preferably at Shop or as directed by IOCL Engineer in charge as per painting scheme given for above for PEB work. Final Touch up Paint may be provided at site after erection as directed by IOCL/CONSULTANT.\n- (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding all complete as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL. | BI01010001010000000000000515BI0100001321 | 10000 | KG |
| 209 | 155 | Supply and fixing DB in steel sheet enclosure with 4-pole MCCB of breaking capacity 16 KA of 100 Amp, as per specifications and direction of Engineer in Charge. | BI01010001010000000000000515BI0100001322 | 3 | EACH |
| 210 | 156 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB: Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 8 Nos. for each phase. The DB shall have separate phase, neutral and earth buses. The DB shall be suitable for mounting on MS brackets grouted to the wall. Suitable cable entries shall be provided. The DB shall be double door type and suitable double compression type Nickel plated brass cable glands for required cable entry for incoming and outgoing side shall be provided. The earth bus shall be suitable for taking individual earth leads for each circuit. The gaskets used if any, shall be of neoprene only. | BI01010001010000000000000515BI0100001323 | 3 | EACH |
| 211 | 157 | Supply & Laying horizontally and vertically of PVC/XLPE insulated cables of following sizes on cable trays, supported on steel structures, in ready made trenches and / or to pull-through pipes. The rates shall include the supply and fixing of aluminium number tags, G.I. saddles / clamps, saddle bars, etc, including transportation from supply store to the place of installation, unpacking and return the cable drums to site stores with all labour and materials as per the standard specifications, drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001324 | ||
| 212 | 157.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001325 | 400 | M |
| 213 | 157.02 | 3.5C x 25 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001326 | 250 | M |
| 214 | 157.03 | 4C x 16 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001327 | 150 | M |
| 215 | 157.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) with FRLS insulation | BI01010001010000000000000515BI0100001328 | 540 | M |
| 216 | 158 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Beluga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charg Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | BI01010001010000000000000515BI0100001329 | ||
| 217 | 158.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001330 | 4 | EACH |
| 218 | 158.02 | 3.5 C x 25 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001331 | 8 | EACH |
| 219 | 158.03 | 4C x 16 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001332 | 8 | EACH |
| 220 | 158.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) | BI01010001010000000000000515BI0100001333 | 140 | EACH |
| 221 | 159 | PERFORATED GI CABLE TRAY \nSupplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001334 | ||
| 222 | 159.01 | S/F/I Perforated GI trays of 100mm x 25mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001335 | 100 | M |
| 223 | 159.02 | S/F/I Perforated GI trays of 150mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001336 | 100 | M |
| 224 | 159.03 | S/F/I Perforated GI trays of 300mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001337 | 150 | M |
| 225 | 160 | Supply,Installation, connection and testing of following lighting fixtures with suitable lamps and 'junction box (100mmx100mm) provided for point wiring, with lamps and suitable control gear box, 'including supply of all hardware like anchor fasteners, bolts, etc. required for installation, labour and 'materials as per standard specifications,drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001338 | ||
| 226 | 160.01 | Industrial /FLP type high bay fixture suitable 120W LED lamp with integral Diver and glass cover with IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL120LED, 'catalogue no.-LH01-102-XXX-50-XXCrompton Catalogue no.:-LHB120CDL/60, Wipro | BI01010001010000000000000515BI0100001339 | 24 | EACH |
| 227 | 160.02 | Industrial /FLP type surface mounted low bay type fixture suitable 90W LED lamp with integral Driver and IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL80LED, Crompton Catalogue no.:-LHB90CDL/61, Wipro catalogue no.- LH01-751-XXX-50-XX | BI01010001010000000000000515BI0100001340 | 112 | EACH |
| 228 | 161 | Point wiring of the light points, ceiling fans, exhaust /circulator fans and power plug points from the lighting panels / control switch-boxes to the various light / fan / power plug points, using Medium duty 25mm dia metallic conduits and conduit fittings. Embedding the same in R.C.C. slabs, beams and walls in concealed manner, with 1100V grade FRLS type PVC insulated, colour coded, 2.5 / 4 sq.mm stranded copper conductor wires from approved makes for phase and neutral conductors and 1.5/2.5sq mm FRLS PVC Insulated copper wire forearth conductor. The switch-boxes shall be embedded in wall and be made of 14SWG M.S. sheet with brass / rust-proof wall fixing screws, as approved by Engineer-in-charge. Switches, Step type 'Electronic fan regulator, etc., on the same phase shall be housed in the same switch-box. Switches/MCB shall be industrial type and from approved makes only. The mode of mesurement of wiring to the various points will as under. Each switch / MCB and the corresponding point shall be considered as one full point. Where one switch / MCB controls more than one point, the first point from the switch / MCB shall be considered as one full point and the other points in the group shall be considered as half point each. The wiring 'specified here will cover the circuits from switch box/ lighting panel to the point outlets. | BI01010001010000000000000515BI0100001341 | ||
| 229 | 161.01 | Wiring for light points/ fan points with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class metallic conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | BI01010001010000000000000515BI0100001342 | 10 | EACH |
| 230 | 161.02 | Switch-box (excluding the supply of switch-box and switches) -- Half points (From switchbox to switchbox) | BI01010001010000000000000515BI0100001343 | 20 | EACH |
| 231 | 161.03 | Light points (with 2.5 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001344 | 20 | EACH |
| 232 | 161.04 | Light points (with 2.5 sq.mm. cu. wire)---- Half points | BI01010001010000000000000515BI0100001345 | 40 | EACH |
| 233 | 161.05 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Full points | BI01010001010000000000000515BI0100001346 | 12 | EACH |
| 234 | 161.06 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Half point (installed on switchbox, etc.) | BI01010001010000000000000515BI0100001347 | 20 | EACH |
| 235 | 161.07 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001348 | 10 | EACH |
| 236 | 161.08 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire) ---- Half point | BI01010001010000000000000515BI0100001349 | 20 | EACH |
| 237 | 161.09 | Supply and installation of 19 mm dia. Hot dipped G.I. (85 micron thick) lightning rod, 1200mm long, on & the highest point of the building / structure / chimney, etc., complete with all hardwares, labour and materials, as per standard drawing, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001350 | 2 | EACH |
| 238 | 161.1 | Supply and Installation of 200x200mm Power coated LA junction box fabricated from 2.5mm thick sheet. | BI01010001010000000000000515BI0100001351 | 2 | EACH |
| 239 | 161.11 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001352 | 9 | EACH |
| 240 | 162 | Providing earthing with 80 mm dia, 3.8 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specifications & direction of Engineer-In-charge. | BI01010001010000000000000515BI0100001353 | 4 | EACH |
| 241 | 163 | Supply, installation, testing and commissioning of Hot Dipped G.I. (85 Micron thick) /Copper earthing loop / grid conductors of following sizes along the cable trenchs / cable trays / on the wall or structures / buried in ground (500mm depth) including excavation and back filling. Installation shall include the welding at joints and providing anti corrosive point (black butimine) at the welded portion and clamping using G.I. clamps and necessary hardware and materials as per standard drawings, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001354 | ||
| 242 | 163.01 | 50 x 6 mm Hot dipped GI Strip. | BI01010001010000000000000515BI0100001355 | 300 | M |
| 243 | 163.02 | 25 x 3 mm Hot Dipped G.I. Strip | BI01010001010000000000000515BI0100001356 | 200 | M |
| 244 | 163.03 | 8 SWG Hot dipped G.I Wire | BI01010001010000000000000515BI0100001357 | 270 | M |
| 245 | 164 | Supply, Installation, testing, Commissioning of 600 mm dia. 240V, 1-Ph, AC heavy duty non flameproof, air circulator fan including starter, kaul, mounting bracket and other accessories. (Suitable for wall/structure mounting type). | BI01010001010000000000000515BI0100001358 | 5 | EACH |
| 246 | 165 | Providing & fixing roof mounted solar tubular day lighting system of 750 mm dia (Tube) consisting (i) Light Collector of UV stabilized optical grade 2 mm clear transparent Polycarbonate dome with/without light management deflection panels. (ii) Factory made metal kerb with 2 seal system or UV stabilized moulded FRP roof kerb/adopter with water breaker arrangement and to be fixed onto metal sheet roof. The adoptor/kerb base should be flat, roof hugging and 100% matching with corrugation profile of base roof sheet. (iii) 1200 mm long anodised & PVD coated Light transfer tubing system of 2 mm thick (min) Aluminium alloy sheet without joint (iv) Double glazed diffuser of UV stabilized optical grade Polycarbonate material along with injection moulded ABS plastic or FRP ring. The diffuser can also be of semi clear 2 mm (min) prismatic Polycarbonate dome shape with one side plain and surface structure on one side. The design and shape of solar light shall be as per manufacturer's specifications and fixing of the whole system shall be completely leak proof. The solar day lighter shall provide at least 200 LUX at ground when installed at approx. 10-15 M height under clear sky conditions of ambient light of 1,00,000 LUX . | BI01010001010000000000000515BI0100001359 | 4 | EACH |
| 247 | 166 | Supply and fixing of exhaust fan 12" heavy duty, make GEC or equivalen including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. | BI01010001010000000000000515BI0100001360 | 4 | EACH |
| 248 | 167 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen. | BI01010001010000000000000515BI0100001361 | 80 | M |
| 249 | 168 | Colour Coated Profile Sheet for roofing/wall cladding:\nProviding & fixing colour coated Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm. Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6 m or as desired by Engineer-in-charge. The fixing of sheet shall be complete as per manufacturer's specification including provision of Clip, washer, bolts, nuts, self drilling high grip screws with integral washeras necessary for fixing all complete as directed & instructed by CONSULTANT / IOCL Engineer. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area).\n | BI01010001010000000000000515BI0100001362 | 7175 | SQM |
| 250 | 169 | Supplying, erecting and fixing in position plain sheet 600 mm wide Colour coated galvalume ridge cap and corner flushing rolled from 0.58 mm TCT BHP Zincalume AZ-150 High tensile steel (Minimum yield strength of 275 Mpa) including fixing to Sheets stiched by (4.8 x 16 mm) Hex head stitch screws with metal bounded EPDM washers complete in all respects inclusive of cost of all labour, materials, tool, tackles etc. as per specification and direction of Site Engineer/ Engineer-in-Charge. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001363 | 100 | SQM |
| 251 | 170 | Same as above but Plain Sheet for Gutter (600 mm over all girth) with all the necessary accessories required including brackets, welding clamps, bolts, nuts galvanised iron and bituminious washers, drop ends, nozzles, stop ends etc. laid to required slopes making joints water tight, testing etc.complete as specified and directed. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001364 | 100 | SQM |
| 252 | 171 | The item also includes supply and fixing of Polycarbonate Translucent sheet of 2 mm thk having top surface plain & bottom surface textured and profile compatible with Zincalume /galvalume sheet with all accessories. The area of Polycarbonate Translucent sheet will be approx. @ of 5% of total covered area for lighting in both roofing & Cladding in matching profile of galvalume sheet as decided by IOCL. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area). | BI01010001010000000000000515BI0100001365 | 660 | SQM |
| 253 | 172 | Turbo Air Natural Ventilator at Roof : Providing & Fixing of Turbo Air Natural Roof Ventilator with 2 mm thk UV Stabilized FRP Base profile to match with Galvalume roof sheeting with adequate overlaps in all sides to avoid seepage/ leakage of water. The FRP Base of the Turbojet will be Tapering from minimum 750 to achieve 600m throat at top. The height of the Turbojet shall be about 600 mm. The ventilators shall have Vanes made out of Hi-Grade Industrial Aluminium and top plate & bottom ring of stainless steel.The turbojet shall have permanently lubricated & sealed type double bearing such as 6001ZZ of SKF and it should be maintenance free & leak proof. Turbojet shall be installed as per manufacturer specification and as directed by IOCL/CONSULTANT Engineer in charge. | BI01010001010000000000000515BI0100001366 | 80 | EACH |
| 254 | 173 | Design, Engineering, Supply, fabrication, transporting, assembling & erecting in place, the Pre-designed, Pre-Engineered Prefab Structure including all columns, rafters, purlins, portals, trusses, beams, plates, sag rods, etc., with all primary & secondary structural members, etc complete for PEB shed having dimension of 45 x 90 SQM and clear span of approx 45 M and catilever portion of 45M x 5 M as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting specially coated. This item also includes Design, Preparation and submission of design details, detailed fabrication drawings for Pre Engineered Building. The design and drawings to be provided as per the IS norms in applicable zone and shall be finalized by IOCL/ consultant. Item also includes designing of entire structure and suitable foundation in line with enclosed specification & annexure. The job also includes providing monkey ladder in approved design, section thickness for safe access to roof. The design should be such that weather shade of effective widths & span, over openings are built within the form itself. Major Fabrication work shall be carried out at Shop/Factory. For Fabricated Plate Girder Steel Plates conform to IS 8500 Gr 540B Fe shall be used. All Rolled section shall conform to IS2062 Gr Fe 410 WA. Only connection/ fittings shall be permitted at site as directed by IOCL/ Consultant. The rate includes welding weights, site connection, nut & bolts, required dia anchor / foundation bolts with templates, other consimables etc. as per structure design and same will not be measured for payment. Only theoretical Weight of as built Structural members shall be measured for payment purpose. \nThe rate also include vetting of complete structural design by two govt. approved structural design engineers or consultants (preferably govt institutes like IIT / NIT etc.) and submission of structural stability certificate as per the requirement of HUDA/STPA or IOCL or any other statutory agency.\nAll structure to be painted with approved painting scheme as given below. Rates are inclusive of painting.\n a) Surface preparation by shot blasting conforming to SA 2.5 (to be done at shop) b) Primer coat of Epoxy Based Zinc Ethyle Silicate Primer (min. 60% vol. solids), one coat of 75 - 80 micron DFT. (to be done at shop c) Intermediate coat of TWO PACK EPOXY HIGH BUILD MIO COATING (min. 60% vol. solids). one coat of 100 -125 micron DFT (to be done at field after touch up primer on welded surfaces).\nd) Final coats of TWO PACK ALIPHATIC ACRYLIC POLYURETHANE (min. 52% vol. solids), Two coats of combined 60 -70 micron DFT (to be done at field). Total DFT shall be min. 225 micron. Painting shall be done strictly as per the instruction of IOCL/CONSULTANT. Intermediate/Final Coat may be required to provide at Shop/field as directed by IOCL engineer in charge. (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding, painting complete in all respect as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL. | BI01010001010000000000000515BI0100001367 | 264 | MT |
| 255 | 174 | Three Track Windows - Supplying, fabricating and fixing three track sliding windows made out of Jindal sections 8685 (1.659 Kg/Rm) as frame bottom with gutter, 8782 (1.284 Kg/Rm) as frame top & sides, 8604 (0.522 Kg/Rm.) as side frame,8602 (0.663 Kg/Rm) as shutter interlock, 8603 (0.641 Kg/Rm) as shutter top & bottom. with all necessary fittings like window handles, wheels, rubber gasket, locks and top guide with 5.5mm thick black tinted glass etc. complete. | BI01010001010000000000000515BI0100001368 | 100 | SQM |
| 256 | 175 | 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with 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/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge.Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections. | BI01010001010000000000000515BI0100001369 | 300 | KG |
| 257 | 176 | Providing and fixing 12mm thick Pre-laminated particle board with decorative lamination on both sides, flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade-l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of Engineer in charge. | BI01010001010000000000000515BI0100001370 | 20 | SQM |
| 258 | 177 | Providing and fixing with float glass panes of 6.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001371 | 20 | SQM |
| 259 | 178 | Providing and fixing with float glass panes of 8.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001372 | 5 | SQM |
| 260 | 179 | Supply and fixing of lowers with Timex bond or Euro Bond Aluminium composite panel 4mm (0.50mm) thik. With aluminium section 38mm x38mm, M.S. wear grill (gape 1’’x1’’) for safety of birds, with weather silicon sealant dc789, beaker rod, necessary hardware and labour charge. | BI01010001010000000000000515BI0100001373 | 40 | SQM |
| 261 | 180 | Providing and fixing double action hydraulic floor spring with stainless steel cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001374 | 1 | EACH |
| 262 | 181 | Providing & fixing chromium plated brass night latch including necessary screws etc. complete. | BI01010001010000000000000515BI0100001375 | 1 | EACH |
| 263 | 182 | Providing & Fixing 15mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeter wall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main'T', bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/m 0 KC. | BI01010001010000000000000515BI0100001376 | 15 | SQM |
| 264 | 183 | Supply and fixing of recessed mounting luminaries (LED fittings) of Philips/Crompton/ WIPRO make for false ceiling including provision of suitable ply board over false ceiling for mounting of fittings, etc. all complete as per specifications and equivalent to Philips cat no. as per details given and direction of Engineer In-charge. Philips Cat. No.:FBS 285/ 2P11W / WIPRO WVP 50211 / Crompton Cat. No.: TLD 211 with 2 x PL-S 11W/18W. | BI01010001010000000000000515BI0100001377 | 2 | EACH |
| 265 | 184 | Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earth pit by 50x6mm GI Strip. | BI01010001010000000000000515BI0100001378 | 2 | EACH |
| 266 | 185 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top most ceiling of building/shed. | BI01010001010000000000000515BI0100001379 | 4455 | SQM |
| 267 | 186 | PART (D) : NEW CONTAINER MANUFACTURING SHED ( 90M X 45 M ) | BI01010001010000000000000515BI0100001380 | ||
| 268 | 187 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc upto 1.5 m depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m. | BI01010001010000000000000515BI0100001381 | 375 | CUM |
| 269 | 188 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m.All kinds of soil for depth from 1.50 m to 3.0 m and below. | BI01010001010000000000000515BI0100001382 | 375 | CUM |
| 270 | 189 | Filling with available good excavated earth (Excavation excluded, rock excluding) Filling the sides of foundations, sub-structures, Plinth/below Grade Slab for development of plot/ shed etc. with approved quality of earth laid in layers not exceeding 300 mm in loose thickness including levelling, watering, ramming, rolling, compacting with 10-12MT mechanical roller / hand compactor/ mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling. complete with any lead within 1 KM from IOCL premises as directed and instructed by CONSULTANT / IOCL Engineer In charge. The item includes cost of dewatering if required including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. | BI01010001010000000000000515BI0100001383 | 500 | CUM |
| 271 | 190 | Filling with imported murrum /earth in Plinth/below Grade Slab Supplying and filling with good quality of approved earth with PI (Plasticity Index) of 1 to 7 (Low plastic) containing not more than 20% cohesive fines namely clay and Max. dry density of material not less than 1.80 gm/cc below grade slab / within plinth, including identifying & locating of borrow pits, excavation at borrow pits outside Plant premises; including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority for operating the borrow pit; loading at borrow pit end; including transportation from borrow pit to IOCL Premises; removing debris, organic matter, etc; spreading in layers not exceeding 300 mm loose depth; rolling, compacting with 10-12 MT mechanical roller / hand compactor /mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling, dewatering during course of filling, watering, compacting the murum or sand to obtain 95% of modified proctor maximum laboratory dry density all complete as per specifications and instructions of IOCL Engineer-in-Charge. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. (Payment to be made on the basis of compacted volume based on initial and final levels). | BI01010001010000000000000515BI0100001384 | 2430 | CUM |
| 272 | 191 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications in plinth, plot,trenches, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. | BI01010001010000000000000515BI0100001385 | 610 | CUM |
| 273 | 192 | Dismantling expanded metal or I.R.C. fabrics/chain link fencing with necessary battens and beading including stacking the serviceable material within premises | BI01010001010000000000000515BI0100001386 | 225 | SQM |
| 274 | 193 | Dismantling and stacking within premises, fencing posts or struts including all earth work and dismantling of concrete etc. in base of T or L iron or pipe. | BI01010001010000000000000515BI0100001387 | 100 | EACH |
| 275 | 194 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | BI01010001010000000000000515BI0100001388 | 200 | KG |
| 276 | 195 | Demolishing PCC / R.C.C. work in existing building structures at all heights and depths using pnuematic tools or chemicals or core cutter as approved by Engineer-in- charge including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover , stacking of reinforcement bars and disposal of unserviceable material upto a lead of 1000 metres all complete as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. 3. Cutting of all reinforcement shall be done using hack saw or chisiel or any other method as approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001389 | 30 | CUM |
| 277 | 196 | Demolishing plastered/unplastered brick work in cement mortar at all heights and depths including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover, stacking of serviceable materials and disposal of unserviceable material up to a lead of 1000 metres all completed as directed by Site Engineer. Note:- 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 is to be done prior to dismantling operations. | BI01010001010000000000000515BI0100001390 | 70 | CUM |
| 278 | 197 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface, handset vertically in rectangular lines, interstices filled in with smaller stone chips including watering, compacting/consolidating & finishing to the required levels and lines etc with manual compaction etc complete as directed by Site Engineer. | BI01010001010000000000000515BI0100001391 | 250 | SQM |
| 279 | 198 | HYSD Bars of Grade Fe 415 /500 TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe415/500 for beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/IOCL Engineer-in-Charge. Separate measurement will be made under this item for authorised laps only as per approval of IOCL/Consultant.\nAll Reinforcement Work shall be carriedout Strictly as per Specification for Plain & Reinforced Cement Concrete. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001392 | 150000 | KG |
| 280 | 199 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001393 | 343 | SQM |
| 281 | 200 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001394 | 719 | SQM |
| 282 | 201 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001395 | 250 | SQM |
| 283 | 202 | Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001396 | 55 | SQM |
| 284 | 203 | Providing and laying in position, machine batched, machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001397 | 975 | CUM |
| 285 | 204 | Providing and laying in position ready mixed concrete of M30 grade, manufactured in fully automatic batching plant and transported to site of work in transit mixer for for RCC works at all levels above plinth level for all structures, equipment foundations, columns, beams, floors, slabs, roof slabs, buildings lintels, gutters staircases, fins, chajjas, pardis, sills, copings, projections, column/ beam encasings etc.(up to a ht.of 8 mts.) above plinth level including all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing but excluding the reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 340 kg/cum). | BI01010001010000000000000515BI0100001398 | 100 | CUM |
| 286 | 205 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | BI01010001010000000000000515BI0100001399 | 300 | LITER |
| 287 | 206 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :\n1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001400 | 300 | CUM |
| 288 | 207 | Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | BI01010001010000000000000515BI0100001401 | 50 | CUM |
| 289 | 208 | 230 thk Brick Masonry in CM 1:4 Supplying & constructing 230 thk brick masonary walls using bricks of first class burnt clay (class 5.0 as per IS:1077, Compressive strength of Brick 50 kg/cm2) of approved source at all locations and levels with cement mortar (1:4) including scaffolding, racking of joints, watering, but excluding cement plaster finish complete as directed and instructed by IOCL/Consultant Engineer incharge. Brickwork shall be carried out strictly as per Specification for Brick Masonry Work. | BI01010001010000000000000515BI0100001402 | 124 | CUM |
| 290 | 209 | Internal Cement plaster 12mm thk. Providing & applying cement plaster in C.M. 1:4 mix to all RCC & masonry work at all levels and locations including grooves, pattas,drip moulding, scaffolding, watering, raking out joints in masonary or concrete work as per masonry & plaster specification. The rate to include providing and fixing of 200mm wide chicken wire mesh of 26G & 12mm mesh size at the junction of different construction materials. The cement used shall be Portland Pozzolana Cement (Uniform Blended Portland cement with fine pozzolana) conforming to IS:1489 Part 1 and Part 2 | BI01010001010000000000000515BI0100001403 | 540 | SQM |
| 291 | 210 | Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:4 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by CONSULTANT / IOCL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.\nNote: \na) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster.\nb) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. \nc) The above cost includes the rates for making grooves, Plaster Band, Elevation Plaster Treatment & Etc in any shape & size in plaster or as directed by EIC. | BI01010001010000000000000515BI0100001404 | 740 | SQM |
| 292 | 211 | Exterior Paint: Providing and applying one coat of approved primer & two coats or more of Exterior Emulsion paint of approved make & shade to all external surfaces of cement plastered work or concrete including scaffolding, preparation of the surfaces as per manufacturers requirements, crack filling with approved filler material, curing etc. complete as per manufacturers specifications & as directed by CONSULTANT / IOCL Engineer in charge. | BI01010001010000000000000515BI0100001405 | 740 | SQM |
| 293 | 212 | Interior Paint: Providing & applying one coat of primer, one coat of putty and three coats of acrylic Emulson paint of approved shade & make, carrying out the work as per manufacturer specification including cleaning, internal surface preparation, staging/ scaffolding etc. complete and as directed by CONSULTANT / IOCL Engineer incharge. | BI01010001010000000000000515BI0100001406 | 540 | SQM |
| 294 | 213 | Providing and laying Random rubble masonry above plinth Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) with cement mortar 1:6 (1 cement: 6 sand ) as directed by IOCL/Consultant. | BI01010001010000000000000515BI0100001407 | 20 | CUM |
| 295 | 214 | Providing specified type of pointing in brick or stone masonry including curing etc. \nRaised and cut pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) | BI01010001010000000000000515BI0100001408 | 100 | SQM |
| 296 | 215 | Epoxy Finished Flooring Epoxy Painting in Floor for marking as directed by IOCL/CONSULTANT Engineer in change and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. | BI01010001010000000000000515BI0100001409 | 100 | SQM |
| 297 | 216 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-part 2 for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits, foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, apron, surrounding of pipes, conduits etc. along the perimeter of the building including all bye works complete as per specification and direction of EIC (only ground floor plinth area of the building will be measured for the payment). The work to be executed by approved agency and specified guarantee for 10 years shall be furnished by the bidder. The various steps and rates of application given in IS 6313-part 2 shall be followed. | BI01010001010000000000000515BI0100001410 | 4455 | SQM |
| 298 | 217 | Rolling Shutters (Motor operated) Gear operated type-rolling shutters with gear box and crank handle at waist level on inside as well as outside Providing & fixing rolling shutter made out of 18 gauge steel sheets for laths, including bottom rail, guide channels, lock plates, locking arrangement, fixing bolts, pulling handles, hood, rolling arrangement, standard make springs in brackets, necessary bearings, etc. including fixing of frames with rag bolts, grouting of parts in position etc. and also including two coats of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour, shade & brand etc. complete as per relevant IS standard or as per manufacturer's requirements or as directed by IOCL. All fitted & fixed complete as per the drawings and instructions of CONSULTANT/IOCL Engineer In charge. Approx. size of shutters shall be 6m x 6m. | BI01010001010000000000000515BI0100001411 | 6 | EACH |
| 299 | 218 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 160 mm diameter PVC Rain wate pipes. | BI01010001010000000000000515BI0100001412 | 402 | M |
| 300 | 219 | Providing, supplying, clamping and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed 110 mm dia UPVC rain water down take pipe. | BI01010001010000000000000515BI0100001413 | 108 | M |
| 301 | 220 | Providing and fixing 18mm thick Granite of any colour and shade for window sills etc., gang saw cut mirror polished premoulded and prepolished) machine cut of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. including providing edge moulding including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge complete at all levels. | BI01010001010000000000000515BI0100001414 | 50 | SQM |
| 302 | 221 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position.\nAll Painting Work shall be carried out preferably at Shop or as directed by IOCL Engineer in charge as per painting scheme given for above for PEB work. Final Touch up Paint may be provided at site after erection as directed by IOCL/CONSULTANT.\n- (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding all complete as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL | BI01010001010000000000000515BI0100001415 | 10000 | KG |
| 303 | 222 | Supply and fixing DB in steel sheet enclosure with 4-pole MCCB of breaking capacity 16 KA of 100 Amp, as per specifications and direction of Engineer in Charge | BI01010001010000000000000515BI0100001416 | 3 | EACH |
| 304 | 223 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB: Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 8 Nos. for each phase. The DB shall have separate phase, neutral and earth buses. The DB shall be suitable for mounting on MS brackets grouted to the wall. Suitable cable entries shall be provided. The DB shall be double door type and suitable double compression type Nickel plated brass cable glands for required cable entry for incoming and outgoing side shall be provided. The earth bus shall be suitable for taking individual earth leads for each circuit. The gaskets used if any, shall be of neoprene only. | BI01010001010000000000000515BI0100001417 | 3 | EACH |
| 305 | 224 | Supply & Laying horizontally and vertically of PVC/XLPE insulated cables of following sizes on cable trays, supported on steel structures, in ready made trenches and / or to pull-through pipes. The rates shall include the supply and fixing of aluminium number tags, G.I. saddles / clamps, saddle bars, etc, including transportation from supply store to the place of installation, unpacking and return the cable drums to site stores with all labour and materials as per the standard specifications, drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001418 | ||
| 306 | 224.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001419 | 400 | M |
| 307 | 224.02 | 3.5C x 25 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001420 | 250 | M |
| 308 | 224.03 | 4C x 16 Sq. mm, 'A2XFY' cable with FRLS insulation | BI01010001010000000000000515BI0100001421 | 150 | M |
| 309 | 224.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) with FRLS insulation | BI01010001010000000000000515BI0100001422 | 540 | M |
| 310 | 225 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Beluga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charg Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | BI01010001010000000000000515BI0100001423 | ||
| 311 | 225.01 | 3.5 C x 95 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001424 | 4 | EACH |
| 312 | 225.02 | 3.5 C x 25 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001425 | 8 | EACH |
| 313 | 225.03 | 4C x 16 Sq. mm, 'A2XFY' cable | BI01010001010000000000000515BI0100001426 | 8 | EACH |
| 314 | 225.04 | 3C x 2.5 Sq. mm, 'YWY' cable ( For Lighting Circuits) | BI01010001010000000000000515BI0100001427 | 140 | EACH |
| 315 | 226 | PERFORATED GI CABLE TRAY \nSupplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001428 | ||
| 316 | 226.01 | S/F/I Perforated GI trays of 100mm x 25mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001429 | 100 | M |
| 317 | 226.02 | S/F/I Perforated GI trays of 150mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001430 | 100 | M |
| 318 | 226.03 | S/F/I Perforated GI trays of 300mm x 50mm x 2mm with bends, tees, cross members etc. as per | BI01010001010000000000000515BI0100001431 | 150 | M |
| 319 | 227 | Supply,Installation, connection and testing of following lighting fixtures with suitable lamps and 'junction box (100mmx100mm) provided for point wiring, with lamps and suitable control gear box, 'including supply of all hardware like anchor fasteners, bolts, etc. required for installation, labour and 'materials as per standard specifications,drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001432 | ||
| 320 | 227.01 | Industrial /FLP type high bay fixture suitable 120W LED lamp with integral Diver and glass cover with IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL120LED, 'catalogue no.-LH01-102-XXX-50-XXCrompton Catalogue no.:-LHB120CDL/60, Wipro | BI01010001010000000000000515BI0100001433 | 24 | EACH |
| 321 | 227.02 | Industrial /FLP type surface mounted low bay type fixture suitable 90W LED lamp with integral Driver and IP-54 class of protection,equivalent to Bajaj Catalogue no.-BJHFL80LED, Crompton Catalogue no.:-LHB90CDL/61, Wipro catalogue no.- LH01-751-XXX-50-XX | BI01010001010000000000000515BI0100001434 | 112 | EACH |
| 322 | 228 | Point wiring of the light points, ceiling fans, exhaust /circulator fans and power plug points from the lighting panels / control switch-boxes to the various light / fan / power plug points, using Medium duty 25mm dia metallic conduits and conduit fittings. Embedding the same in R.C.C. slabs, beams and walls in concealed manner, with 1100V grade FRLS type PVC insulated, colour coded, 2.5 / 4 sq.mm stranded copper conductor wires from approved makes for phase and neutral conductors and 1.5/2.5sq mm FRLS PVC Insulated copper wire forearth conductor. The switch-boxes shall be embedded in wall and be made of 14SWG M.S. sheet with brass / rust-proof wall fixing screws, as approved by Engineer-in-charge. Switches, Step type 'Electronic fan regulator, etc., on the same phase shall be housed in the same switch-box. Switches/MCB shall be industrial type and from approved makes only. The mode of mesurement of wiring to the various points will as under. Each switch / MCB and the corresponding point shall be considered as one full point. Where one switch / MCB controls more than one point, the first point from the switch / MCB shall be considered as one full point and the other points in the group shall be considered as half point each. The wiring 'specified here will cover the circuits from switch box/ lighting panel to the point outlets. | BI01010001010000000000000515BI0100001435 | ||
| 323 | 228.01 | Wiring for light points/ fan points with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class metallic conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | BI01010001010000000000000515BI0100001436 | 10 | EACH |
| 324 | 228.02 | Switch-box (excluding the supply of switch-box and switches) -- Half points (From switchbox to switchbox) | BI01010001010000000000000515BI0100001437 | 20 | EACH |
| 325 | 228.03 | Light points (with 2.5 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001438 | 20 | EACH |
| 326 | 228.04 | Light points (with 2.5 sq.mm. cu. wire)---- Half points | BI01010001010000000000000515BI0100001439 | 40 | EACH |
| 327 | 228.05 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Full points | BI01010001010000000000000515BI0100001440 | 12 | EACH |
| 328 | 228.06 | 6 Amps. Plug Point(with 2.5 sq.mm. cu. wire) ---- Half point (installed on switchbox, etc.) | BI01010001010000000000000515BI0100001441 | 20 | EACH |
| 329 | 228.07 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire)---- Full points | BI01010001010000000000000515BI0100001442 | 10 | EACH |
| 330 | 228.08 | 6/16 Amps. Plug Point(with 4 sq.mm. cu. wire) ---- Half point | BI01010001010000000000000515BI0100001443 | 20 | EACH |
| 331 | 228.09 | Supply and installation of 19 mm dia. Hot dipped G.I. (85 micron thick) lightning rod, 1200mm long, on & the highest point of the building / structure / chimney, etc., complete with all hardwares, labour and materials, as per standard drawing, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001444 | 2 | EACH |
| 332 | 228.1 | Supply and Installation of 200x200mm Power coated LA junction box fabricated from 2.5mm thick sheet. | BI01010001010000000000000515BI0100001445 | 2 | EACH |
| 333 | 228.11 | 20A, 1 phase metalclad, polycarbonate body power plug point with DP ELMCB, plug, socket & enclosure. The enclosure shall be 14SWG, M.S., milky white powder coated type. | BI01010001010000000000000515BI0100001446 | 9 | EACH |
| 334 | 229 | Providing earthing with 80 mm dia, 3.8 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specifications & direction of Engineer-In-charge. | BI01010001010000000000000515BI0100001447 | 4 | EACH |
| 335 | 230 | Supply, installation, testing and commissioning of Hot Dipped G.I. (85 Micron thick) /Copper earthing loop / grid conductors of following sizes along the cable trenchs / cable trays / on the wall or structures / buried in ground (500mm depth) including excavation and back filling. Installation shall include the welding at joints and providing anti corrosive point (black butimine) at the welded portion and clamping using G.I. clamps and necessary hardware and materials as per standard drawings, specifications and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001448 | ||
| 336 | 230.01 | 50 x 6 mm Hot dipped GI Strip. | BI01010001010000000000000515BI0100001449 | 300 | M |
| 337 | 230.02 | 25 x 3 mm Hot Dipped G.I. Strip | BI01010001010000000000000515BI0100001450 | 200 | M |
| 338 | 230.03 | 8 SWG Hot dipped G.I Wire | BI01010001010000000000000515BI0100001451 | 270 | M |
| 339 | 231 | Supply, Installation, testing, Commissioning of 600 mm dia. 240V, 1-Ph, AC heavy duty non flameproof, air circulator fan including starter, kaul, mounting bracket and other accessories. (Suitable for wall/structure mounting type). | BI01010001010000000000000515BI0100001452 | 5 | EACH |
| 340 | 232 | Providing & fixing roof mounted solar tubular day lighting system of 750 mm dia (Tube) consisting (i) Light Collector of UV stabilized optical grade 2 mm clear transparent Polycarbonate dome with/without light management deflection panels. (ii) Factory made metal kerb with 2 seal system or UV stabilized moulded FRP roof kerb/adopter with water breaker arrangement and to be fixed onto metal sheet roof. The adoptor/kerb base should be flat, roof hugging and 100% matching with corrugation profile of base roof sheet. (iii) 1200 mm long anodised & PVD coated Light transfer tubing system of 2 mm thick (min) Aluminium alloy sheet without joint (iv) Double glazed diffuser of UV stabilized optical grade Polycarbonate material along with injection moulded ABS plastic or FRP ring. The diffuser can also be of semi clear 2 mm (min) prismatic Polycarbonate dome shape with one side plain and surface structure on one side. The design and shape of solar light shall be as per manufacturer's specifications and fixing of the whole system shall be completely leak proof. The solar day lighter shall provide at least 200 LUX at ground when installed at approx. 10-15 M height under clear sky conditions of ambient light of 1,00,000 LUX . | BI01010001010000000000000515BI0100001453 | 4 | EACH |
| 341 | 233 | Supply and fixing of exhaust fan 12" heavy duty, make GEC or equivalen including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. | BI01010001010000000000000515BI0100001454 | 4 | EACH |
| 342 | 234 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen. | BI01010001010000000000000515BI0100001455 | 80 | M |
| 343 | 235 | Colour Coated Profile Sheet for roofing/wall cladding:\nProviding & fixing colour coated Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm. Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6 m or as desired by Engineer-in-charge. The fixing of sheet shall be complete as per manufacturer's specification including provision of Clip, washer, bolts, nuts, self drilling high grip screws with integral washeras necessary for fixing all complete as directed & instructed by CONSULTANT / IOCL Engineer. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area).\n | BI01010001010000000000000515BI0100001456 | 7175 | SQM |
| 344 | 236 | Supplying, erecting and fixing in position plain sheet 600 mm wide Colour coated galvalume ridge cap and corner flushing rolled from 0.58 mm TCT BHP Zincalume AZ-150 High tensile steel (Minimum yield strength of 275 Mpa) including fixing to Sheets stiched by (4.8 x 16 mm) Hex head stitch screws with metal bounded EPDM washers complete in all respects inclusive of cost of all labour, materials, tool, tackles etc. as per specification and direction of Site Engineer/ Engineer-in-Charge. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001457 | 100 | SQM |
| 345 | 237 | Same as above but Plain Sheet for Gutter (600 mm over all girth) with all the necessary accessories required including brackets, welding clamps, bolts, nuts galvanised iron and bituminious washers, drop ends, nozzles, stop ends etc. laid to required slopes making joints water tight, testing etc.complete as specified and directed. The specification of plain sheet for Ridge shall be the same as of clip-on sheet. | BI01010001010000000000000515BI0100001458 | 100 | SQM |
| 346 | 238 | The item also includes supply and fixing of Polycarbonate Translucent sheet of 2 mm thk having top surface plain & bottom surface textured and profile compatible with Zincalume /galvalume sheet with all accessories. The area of Polycarbonate Translucent sheet will be approx. @ of 5% of total covered area for lighting in both roofing & Cladding in matching profile of galvalume sheet as decided by IOCL. The measurement for payment shall be only for covered area for considering Polycarbonate sheets (i.e. net of covered area). | BI01010001010000000000000515BI0100001459 | 660 | SQM |
| 347 | 239 | Turbo Air Natural Ventilator at Roof : Providing & Fixing of Turbo Air Natural Roof Ventilator with 2 mm thk UV Stabilized FRP Base profile to match with Galvalume roof sheeting with adequate overlaps in all sides to avoid seepage/ leakage of water. The FRP Base of the Turbojet will be Tapering from minimum 750 to achieve 600m throat at top. The height of the Turbojet shall be about 600 mm. The ventilators shall have Vanes made out of Hi-Grade Industrial Aluminium and top plate & bottom ring of stainless steel.The turbojet shall have permanently lubricated & sealed type double bearing such as 6001ZZ of SKF and it should be maintenance free & leak proof. Turbojet shall be installed as per manufacturer specification and as directed by IOCL/CONSULTANT Engineer in charge. | BI01010001010000000000000515BI0100001460 | 80 | EACH |
| 348 | 240 | Design, Engineering, Supply, fabrication, transporting, assembling & erecting in place, the Pre-designed, Pre-Engineered Prefab Structure including all columns, rafters, purlins, portals, trusses, beams, plates, sag rods, etc., with all primary & secondary structural members, etc complete for PEB shed having dimension of 45 x 90 SQM and clear span of approx 45 M and catilever portion of 45M x 5 M as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting specially coated. This item also includes Design, Preparation and submission of design details, detailed fabrication drawings for Pre Engineered Building. The design and drawings to be provided as per the IS norms in applicable zone and shall be finalized by IOCL/ consultant. Item also includes designing of entire structure and suitable foundation in line with enclosed specification & annexure. The job also includes providing monkey ladder in approved design, section thickness for safe access to roof. The design should be such that weather shade of effective widths & span, over openings are built within the form itself. Major Fabrication work shall be carried out at Shop/Factory. For Fabricated Plate Girder Steel Plates conform to IS 8500 Gr 540B Fe shall be used. All Rolled section shall conform to IS2062 Gr Fe 410 WA. Only connection/ fittings shall be permitted at site as directed by IOCL/ Consultant. The rate includes welding weights, site connection, nut & bolts, required dia anchor / foundation bolts with templates, other consimables etc. as per structure design and same will not be measured for payment. Only theoretical Weight of as built Structural members shall be measured for payment purpose. \nThe rate also include vetting of complete structural design by two govt. approved structural design engineers or consultants (preferably govt institutes like IIT / NIT etc.) and submission of structural stability certificate as per the requirement of HUDA/STPA or IOCL or any other statutory agency.\nAll structure to be painted with approved painting scheme as given below. Rates are inclusive of painting.\n a) Surface preparation by shot blasting conforming to SA 2.5 (to be done at shop) b) Primer coat of Epoxy Based Zinc Ethyle Silicate Primer (min. 60% vol. solids), one coat of 75 - 80 micron DFT. (to be done at shop c) Intermediate coat of TWO PACK EPOXY HIGH BUILD MIO COATING (min. 60% vol. solids). one coat of 100 -125 micron DFT (to be done at field after touch up primer on welded surfaces).\nd) Final coats of TWO PACK ALIPHATIC ACRYLIC POLYURETHANE (min. 52% vol. solids), Two coats of combined 60 -70 micron DFT (to be done at field). Total DFT shall be min. 225 micron. Painting shall be done strictly as per the instruction of IOCL/CONSULTANT. Intermediate/Final Coat may be required to provide at Shop/field as directed by IOCL engineer in charge. (Rate shall include cost of supply of paint, primer, surface preparation, scaffolding, painting complete in all respect as per instructions of CONSULTANT/IOCL Engineer-in-Charge). Primer & paint shall be of approved make as specified by CONSULTANT/IOCL. | BI01010001010000000000000515BI0100001461 | 264 | MT |
| 349 | 241 | Three Track Windows - Supplying, fabricating and fixing three track sliding windows made out of Jindal sections 8685 (1.659 Kg/Rm) as frame bottom with gutter, 8782 (1.284 Kg/Rm) as frame top & sides, 8604 (0.522 Kg/Rm.) as side frame,8602 (0.663 Kg/Rm) as shutter interlock, 8603 (0.641 Kg/Rm) as shutter top & bottom. with all necessary fittings like window handles, wheels, rubber gasket, locks and top guide with 5.5mm thick black tinted glass etc. complete. | BI01010001010000000000000515BI0100001462 | 100 | SQM |
| 350 | 242 | 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with 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/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge.Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections. | BI01010001010000000000000515BI0100001463 | 300 | KG |
| 351 | 243 | Providing and fixing 12mm thick Pre-laminated particle board with decorative lamination on both sides, flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade-l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of Engineer in charge. | BI01010001010000000000000515BI0100001464 | 20 | SQM |
| 352 | 244 | Providing and fixing with float glass panes of 6.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001465 | 20 | SQM |
| 353 | 245 | Providing and fixing with float glass panes of 8.0 mm thickness glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the drawings and the directions of engineer-in-charge. | BI01010001010000000000000515BI0100001466 | 5 | SQM |
| 354 | 246 | Supply and fixing of lowers with Timex bond or Euro Bond Aluminium composite panel 4mm (0.50mm) thik. With aluminium section 38mm x38mm, M.S. wear grill (gape 1’’x1’’) for safety of birds, with weather silicon sealant dc789, beaker rod, necessary hardware and labour charge. | BI01010001010000000000000515BI0100001467 | 40 | SQM |
| 355 | 247 | Providing and fixing double action hydraulic floor spring with stainless steel cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001468 | 1 | EACH |
| 356 | 248 | Providing & fixing chromium plated brass night latch including necessary screws etc. complete. | BI01010001010000000000000515BI0100001469 | 1 | EACH |
| 357 | 249 | Providing & Fixing 15mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeter wall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main'T', bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/m 0 KC. | BI01010001010000000000000515BI0100001470 | 15 | SQM |
| 358 | 250 | Supply and fixing of recessed mounting luminaries (LED fittings) of Philips/Crompton/ WIPRO make for false ceiling including provision of suitable ply board over false ceiling for mounting of fittings, etc. all complete as per specifications and equivalent to Philips cat no. as per details given and direction of Engineer In-charge. Philips Cat. No.:FBS 285/ 2P11W / WIPRO WVP 50211 / Crompton Cat. No.: TLD 211 with 2 x PL-S 11W/18W. | BI01010001010000000000000515BI0100001471 | 2 | EACH |
| 359 | 251 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top most ceiling of building/shed. | BI01010001010000000000000515BI0100001472 | 4455 | SQM |
| 360 | 252 | Supply of 30 meter high mast in three sections (5mm/4mm/3mm) suitablefor 47 m/s wind speed, 20 sided polygon hot dip galvanized as perIS:4759/IS:2629 & comprising of motorized raising and lowering mechanism with fractions, head frames, lantern luminaries carrage suitable for atleast 10 Nos.luminariesi n symmetrical arrangement, double drum winch, 6mm dia. SS wire rope (2nos.), trailing cable Cu EPR insulated PCP sheathed of 5 C X 4 sq mm, connector, integral power tool, manual handle, junction box, Std for Galvanisation as per BS EN ISO:1461. lightning protection finial : GI single Spike of min length 1200 mm. Wiring material, power cables between panel and mast, MCB in base compartment, Control gear box mounting clamps and bolts. This item also includes Erection, installation of the high mast and feeder pillar with the help of suitable tools and plants/macinery, installation & wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor coresof 2.5 sq. mm, lugs and all labour. Including loading & unloading chargesat receipt in plant and at the time of erection shifting to the location. Job complete in all respect and no other charges will be paid by IOCLfor this item. Make : Bajaj / Utkarsh Pipes & Tubes/ Valmont structures pvt. ltd. / Skipper Ltd. | BI01010001010000000000000515BI0100001473 | 4 | EACH |
| 361 | 253 | Supply & fixing of all foundation bolts (M 30X850 mm-12 nos. in one foundation) manufactured from special steel along with nuts, washer,anchor plate and templates. Details in tender documents and shall be inline with OEM recommendations for highmast stability. | BI01010001010000000000000515BI0100001474 | 4 | LS |
| 362 | 254 | Supply & fixing of outdoor type feeder pillar with 63A TPN MCB incomer, solar sensor based time switch, 45A contactor for automatic switching of luminaries, power tool control with 2 Nos. 10A DP contactor and raise lower push button arrangement. | BI01010001010000000000000515BI0100001475 | 4 | LS |
| 363 | 255 | Supply & fixing of non - integral type flood light fittings of 400W LED type along with LEDs & control gear and pre-wired fittings with fixing clamps, nut and bolts etc. of Philips/Bajaj/ CG/Syska make. | BI01010001010000000000000515BI0100001476 | 40 | EACH |
| 364 | 256 | Supply & fixing of LED double dome type aviation obstruction light at the top of high Mast. | BI01010001010000000000000515BI0100001477 | 4 | LS |
| 365 | 257 | Supply & Laying horizontally and vertically of PVC/XLPE insulated cables of 4C x 16 Sq. mm, 'A2XFY' cable with FRLS insulation on cable trays, supported on steel structures, in ready made trenches and / or to pull-through pipes. The rates shall include the supply and fixing of aluminium number tags, G.I. saddles / clamps, saddle bars, etc, including transportation from supply store to the place of installation, unpacking and return the cable drums to site stores with all labour and materials as per the standard specifications, drawings and directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001478 | 800 | M |
| 366 | 258 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP): Providing termination of 1.1 kV grade armoured cable for 4C x 16 Sq. mm, 'A2XFY' cable including supply of FLP heavy duty double compression cable glands, Beluga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charg Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | BI01010001010000000000000515BI0100001479 | 8 | EACH |
| 367 | 259 | Boring/drilling bore well of 350mm dia in all type of soil up to 90m depth below ground for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer #in-charge | BI01010001010000000000000515BI0100001480 | 180 | M |
| 368 | 260 | Boring/drilling bore well of 350mm dia in all type of soil up from 90m to 150 & more depth below ground for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer #in-charge | BI01010001010000000000000515BI0100001481 | 150 | M |
| 369 | 261 | Supplying, assembling, lowering and fixing 200mm dia. pipes in vertical position in bore well unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001482 | 330 | M |
| 370 | 262 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001483 | 200 | CUM |
| 371 | 263 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001484 | 200 | CUM |
| 372 | 264 | Supplying, filling, spreading & levelling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001485 | 150 | CUM |
| 373 | 265 | Supply and packing Gravel in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001486 | 25 | CUM |
| 374 | 266 | Supply, installation, testing & commissioning of Battery operated forklifts of Load Capacity of 2 Tons with (a) Battery Charger (b) Load Back Rest (c) Side Shifter attachment with hose adaptation unit, and Hydraulic Dock Leveler, as per technical specifications of the tender, including unloading at plants, loading, transportation, TPI etc. complete. | BI01010001010000000000000515BI0100001487 | 9 | EACH |
| 375 | 267 | Supply & Installation of Hydraulic Dock Leveler, as per technical specifications of the tender to plants mentioned below, including loading and unloading at plants, transporation, TPI etc. complete. | BI01010001010000000000000515BI0100001488 | 6 | EACH |
| 376 | 268 | PART (E) : ROADS AND DRAINS | BI01010001010000000000000515BI0100001489 | ||
| 377 | 269 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc upto 1.5 m depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m. | BI01010001010000000000000515BI0100001490 | 5500 | EACH |
| 378 | 270 | Excavation & Backfilling in All Types of Ordinary soil including filled soil, clay, Hard basalt bedrock etc below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand, gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches, manholes, underground tanks/pits, etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required, filling, Spreading, levelling and compacting / consolidating, disposal of surplus materials outside IOCL premises to an unobjectionable place following local rules or as per instructions of CONSULTANT/IOCL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.). All Excavation Work has to be carried out Strictly as per Specification for Earthwork in Excavation. All kinds of soil upto depth of 1.5m.All kinds of soil for depth from 1.50 m to 3.0 m and below. | BI01010001010000000000000515BI0100001491 | 100 | EACH |
| 379 | 271 | Filling with imported murrum /earth in Plinth/below Grade Slab Supplying and filling with good quality of approved earth with PI (Plasticity Index) of 1 to 7 (Low plastic) containing not more than 20% cohesive fines namely clay and Max. dry density of material not less than 1.80 gm/cc below grade slab / within plinth, including identifying & locating of borrow pits, excavation at borrow pits outside Plant premises; including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority for operating the borrow pit; loading at borrow pit end; including transportation from borrow pit to IOCL Premises; removing debris, organic matter, etc; spreading in layers not exceeding 300 mm loose depth; rolling, compacting with 10-12 MT mechanical roller / hand compactor /mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling, dewatering during course of filling, watering, compacting the murum or sand to obtain 95% of modified proctor maximum laboratory dry density all complete as per specifications and instructions of IOCL Engineer-in-Charge. All Filling Work shall be carried out Strictly as per Specification for Earthwork in Excavation. (Payment to be made on the basis of compacted volume based on initial and final levels). | BI01010001010000000000000515BI0100001492 | 2200 | EACH |
| 380 | 272 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled materials outside plant premises at unobjectionable site including transportation, labour, loading/unloading etc. complete. | BI01010001010000000000000515BI0100001493 | 300 | EACH |
| 381 | 273 | 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 Engineer-in-Charge.\nWith material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-30. | BI01010001010000000000000515BI0100001494 | 1400 | EACH |
| 382 | 274 | 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 mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | BI01010001010000000000000515BI0100001495 | 1050 | EACH |
| 383 | 275 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | BI01010001010000000000000515BI0100001496 | 217 | EACH |
| 384 | 276 | 4 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).\nWith paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | BI01010001010000000000000515BI0100001497 | 2890 | EACH |
| 385 | 277 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete | BI01010001010000000000000515BI0100001498 | 2890 | EACH |
| 386 | 278 | Providing and applying tack coat using hot straight run bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : ( On bituminous surface @ 0.50 Kg / sqm ) | BI01010001010000000000000515BI0100001499 | 5250 | EACH |
| 387 | 279 | Providing and laying in position ready mixed M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS :9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of site engineer. | BI01010001010000000000000515BI0100001500 | 600 | EACH |
| 388 | 280 | Providing & laying design mix cement concrete of M-30 grade, in roads driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by screed board vibrators, vacuum dewatering process and finally finished by floating,brooming with wire brush including steel form work with sturdy MS.channel sections, curing making provision for contraction/expansion,construction and longitudinal joints( 10 mm wide x 50 mm deep ) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Engineer -in- Charge. (Dowel & tie bars to be paid separately under reinforcement) Note:- Cement content considered in M-30 is @ 340 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. | BI01010001010000000000000515BI0100001501 | 1000 | EACH |
| 389 | 281 | HYSD Bars of Grade Fe 415 /500 TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe415/500 for beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/IOCL Engineer-in-Charge. Separate measurement will be made under this item for authorised laps only as per approval of IOCL/Consultant.\nAll Reinforcement Work shall be carriedout Strictly as per Specification for Plain & Reinforced Cement Concrete. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001502 | 75000 | EACH |
| 390 | 282 | Providing and laying non-pressure NP2 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 :\n300 mm dia. R.C.C. pipe | BI01010001010000000000000515BI0100001503 | 50 | EACH |
| 391 | 283 | Providing and laying non-pressure NP3 class (medium 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 :\n600 mm dia. R.C.C. pipe | BI01010001010000000000000515BI0100001504 | 50 | EACH |
| 392 | 284 | Providing & laying cement concrete in retaining walls, return walls, walls1:4:8 (1 Cement :4 Fine Sand : 8 Graded stone aggregate of 40mm including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. | BI01010001010000000000000515BI0100001505 | 45 | EACH |
| 393 | 285 | Supplying and providing TMT bars / High yield strength deformed bars for steel reinforcements (conforming to IS: 1786) ranging from 8mm to 25mm dia bars including cutting, bending tying with binding wires and placing in position etc. complete as per specification, drawings etc. complete\nNote: No extra payment towards the laps will be made and the rates quoted should include the same. | BI01010001010000000000000515BI0100001506 | 13500 | EACH |
| 394 | 286 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001507 | 1000 | EACH |
| 395 | 287 | Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:4 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by CONSULTANT / IOCL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.\nNote: \na) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster. b) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. c) The above cost includes the rates for making grooves, Plaster Band, Elevation Plaster Treatment & Etc in any shape & size in plaster or as directed by EIC. | BI01010001010000000000000515BI0100001508 | 100 | EACH |
| 396 | 288 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25,of size1000x450x50mm, reinforced with 8mm dia four nos longitudinal & 9nos cross sectional T.M.T.hoop bars,including providing 50mm dia perforations @100 to125 mm c/c, including providing edge binding with M.S. flats of size 50mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001509 | 750 | EACH |
| 397 | 289 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum). | BI01010001010000000000000515BI0100001510 | 195 | EACH |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
