|
| 1 | Degassing shed Area Paver Block Laying,concreting&425 kg degassing Arrangement Structural platform Work |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to anunobjectionable place. |
| 3 | iii) Manufactured Sand withingrading zone IV |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber andconsolidating with road roller includingmaking good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement - Allwork up to plinth level:ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 6 | ii) M40 grade 80 mm thick Plainfinish |
| 7 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 8 | Gap is observed between loading platform and packed trucks at loading point and The test bath has a significant gap between the shed surface and the pit on one sides, posing a fall hazard for personnel working in the area and Conveyor crossovers in filling shed |
| 9 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 10 | HT Studs and Nuts M22X140mm |
| 11 | HT Studs and Nuts M20X140mm |
| 12 | Truck stoppers at Unloading and loading |
| 13 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled andneatly dressed. Extra forlevelling & neatly dressing ofdisposed soil completely to be paid separately as per item no. MPLCN00600:iii) Hard Rock(Requiring Blasting) |
| 14 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 15 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 16 | 20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand |
| 17 | Platform fabrication , MCP to ETB conversion, MCPs in TTPA, PCC for Hydrant line, MSV-ROV’s – Interlocking and All indications in DV control Panel |
| 18 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 19 | PCC Provision for Hydrant line near LPGPH DV Room (PCC 1 Cement:3 Fine Sand:6 Graded Stone Aggregate 40mm) |
| 20 | ALL MCP'S CONVERT TO ETB AND LOGGING |
| 21 | NEW MCP PROVIDING IN BULLET PARKING, PACKED TRUCK PARKING INCLUDING OF WIRELESSARRANGEMENTS |
| 22 | MSV-ROV'S CLUSTER INTER LOCKING ARRANGEMENTS |
| 23 | MAIN DELUGE VALVE CONTROL PANEL ALL INDICATIONS TEST/ ACCEPT/ RESET PROVISIONS NEWLY PROVIDING AND TESTING , AIR AND WATER SEPARATE LOGGING IN PC WE NEWL DEVALOPPING INCLUDING OF ALL WIRING ACCESSORIES , SOFTWARE MODIFICATION |
| 24 | Provision of Deadman in all booms |
| 25 | Provision of Siren at Main Gate for ILSD |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 27 | Construction of Earthpits |
| 28 | Construction of Earth pit, Supply and laying of earth strips along with interconnections earth pit as per IS-3043 and as per tenderspecifications |
| 29 | Outer Compound Wall-Civil work & Concentrina Coil work - Deshaping Yard |
| 30 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 31 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron'X' shaped placed 3.00 m apart and with 5 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)/Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 32 | Dismantling barbed wire or flexible wire rope in fencingincluding making rolls and stacking within premises. |
| 33 | Dismantling and stacking within premises, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :i) T’ or ‘L’ iron or pipe |
| 34 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 35 | 20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand |
| 36 | Fabrication & Erection of IOC supplied structural steel workriveted, bolted or welded in single/ built up sections,trusses & framed work hoisting, fixing in position and applying a priming coat of approved steel primer all including cutting,complete |
| 37 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 38 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 39 | Femal Officer Dress Change Room |
| 40 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 41 | Dismantling granite slabs / granite tiles / marble slab on wall, floor, pump Island etc., stacking of the serviceable materials and disposal of damaged materials as directed by IOCL including all charges etc. complete |
| 42 | Dismandling door ii) Of area beyond 3 sq. metres |
| 43 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 44 | 18mm thick Cement plaster skirting with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement. |
| 45 | i) Flooring with size of Tiles 30x30Cm in cement mortar 1:4 |
| 46 | i) M.S. tube |
| 47 | i) Profile Sheet for roofing |
| 48 | Laying of dismantled granite slab / granite tiles / marble slab over pump Island, wall, floor etc. including bedding in cement mortar 1:4, 20mm / 12 mm thick as per standard drawings and cost of all material and labour etc., complete. |
| 49 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 50 | i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 51 | Providing and fixing Chrome Finish SS Health faucet with 8mm dia, 1 meter long SS braided rubber hose pipe and wall hook with N.R.V, Jaguar make cat. No. ALD-577 or equivalent all complete, as per specification and direction of Engineer-in-charge. |
| 52 | ii) 12mm thick particle board with Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, Grade I |
| 53 | i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 54 | White washing with 3 or more coats of lime to give an even shade |
| 55 | Finishing walls with textured exterior paint of required shade (2 or more coats applied @ 3.28 ltr/10 sqm, over and including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 56 | Providing and fixing Chrome Finish SS Health faucet with 8mm dia, 1 meter long SS braided rubber hose pipe and wall hook with N.R.V, Jaguar make cat. No. ALD-577 or equivalent all complete, as per specification and direction of Engineer-in-charge. |
| 57 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 58 | FRP CABLE TRAY FOR THE CABLE FROM PMCC TO STP AND FROM PMCC TO HIGH MAST BEHING NEW MOUNDED BULLET |
| 59 | FRP Cable tray of size 200mmx50mmx3mm for PMCC to |
| 60 | K18 Nozzles Supply and Erection Please Enable Macros to View BoQ information |
