Miscellaneous Civil Package I Tlf Driveway Works And Other Allied Jobs Including Main Gate , Emergency Gate Etc . For Grass Root Oil Terminal At Atchutapuram , Andhra Pradesh
Tender Value
9.73 Crore
Estimated cost
Bid Submission
24 Feb 2020
0 days left
EMD
7.36 Lakhs
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
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Organization
Tender ID
Competition Type
NCB
Bidding Type
Auction
Location / State
Atchutapuram → Andhra Pradesh
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Not Available
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Not Available
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Project Description
Miscellaneous Civil Package I Tlf Driveway Works And Other Allied Jobs Including Main Gate , Emergency Gate Etc . For Grass Root Oil Terminal At Atchutapuram , Andhra Pradesh
BOQ
| Name of Work: Misc Civil Package I - Construction of TLF Driveway along with allied works at IOCL's upcoming Petroleum Storage Terminal at Atchutapuram,AP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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 and neatly dressed. | ab01 | ||
| 2 | 1.01 | i) All kinds of Soil | ab02 | 28 | M3 |
| 3 | 1.02 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil | ab03 | 56 | M3 |
| 4 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m | ab04 | 84 | M3 |
| 5 | 3 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete with compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density)\nNote:\na. Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.\nb. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge.\nc. Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site.\nd. Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor.\nf. Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. | ab05 | 3400 | M3 |
| 6 | 4 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. | ab06 | ||
| 7 | 4.01 | iv) Manufactured Sand within grading zone II/III | ab07 | 851 | M3 |
| 8 | 5 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | ab08 | ||
| 9 | 5.01 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | ab09 | 1702 | M3 |
| 10 | 5.02 | ix) 1:4:8(1 Cement :4 Fine Sand : 8 Graded stone aggregate of 40mm) | ab10 | 2 | M3 |
| 11 | 6 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil | ab11 | 16 | M2 |
| 12 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for : | ab12 | ||
| 13 | 7.01 | i) Foundations,footings,bases of columns, etc. for mass concrete | ab13 | 21 | M2 |
| 14 | 7.02 | iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) | ab14 | 33 | M2 |
| 15 | 7.03 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers | ab15 | 45 | M2 |
| 16 | 7.04 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. | ab16 | 64 | M2 |
| 17 | 8 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | ab17 | ||
| 18 | 8.01 | Thermo Mechanically Treated (TMT) Corrosion Resistant Steel Bars with Fe 500 grade properties, Conforming to IS:1786, wherein addition of Cr, Cu, Ni, Mo and P either individually or in combination to improve corrosion resistance properties shall not be less than 0.40 wt%\nNote: \na. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment.\nb. Reinforcement shall range from 6 mm dia to 32 mm dia as per drawings.\nc. Rate also includes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings | ab18 | 150672 | KG |
| 19 | 9 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels. | ab19 | ||
| 20 | 9.01 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm | ab20 | 50 | M2 |
| 21 | 9.02 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm | ab21 | 200 | M2 |
| 22 | 10 | Extra for providing edge moulding to 18mm Granite/ marble stone counters,Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge. | ab22 | ||
| 23 | 10.01 | ii) Granite work | ab23 | 500 | M |
| 24 | 11 | Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | ab24 | ||
| 25 | 11.01 | i) 200x10 mm | ab25 | 2 | EA |
| 26 | 12 | Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete | ab26 | 2 | EA |
| 27 | 13 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. | ab27 | 2 | EA |
| 28 | 14 | 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. (Cost of glazing or panels to be paid for separately) | ab28 | ||
| 29 | 14.01 | ii) Fixed glazing with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) sections | ab29 | 520 | KG |
| 30 | 15 | Providing and fixing 12mm thick prelaminated particle board 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 | ab30 | ||
| 31 | 15.01 | ii) Pre-laminated particle board with decorative lamination on both sides | ab31 | 20 | M2 |
| 32 | 16 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): | ab32 | ||
| 33 | 16.01 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) | ab33 | 12 | M2 |
| 34 | 16.02 | iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) | ab34 | 6 | M2 |
| 35 | 17 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | ab35 | ||
| 36 | 17.01 | i) With stainless steel cover plate | ab36 | 2 | EA |
| 37 | 18 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per direction of Engineer in Charge complete Upto 5mm depth and 5mm width | ab37 | 622 | M |
| 38 | 19 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge. | ab38 | ||
| 39 | 19.01 | ii) Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar | ab39 | 1 | EA |
| 40 | 20 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | ab40 | 2 | EA |
| 41 | 21 | Providing & fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 25 of approved design/pattern, with approved standard section & fixed to the existing window frame with C.P.brass /stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment) | ab41 | 100 | KG |
| 42 | 22 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately). | ab42 | 100 | M2 |
| 43 | 23 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | ab43 | 40000 | KG |
| 44 | 24 | Supply, Fabrication and Erection of Pre Engineered steel structures. | ab44 | ||
| 45 | 24.01 | 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) | ab45 | 10000 | KG |
| 46 | 25 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement | ab46 | 600 | M2 |
| 47 | 26 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. | ab47 | 20 | M2 |
| 48 | 27 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified | ab48 | ||
| 49 | 27.01 | i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 | ab49 | 30 | M2 |
| 50 | 28 | Providing 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 pipes. | ab50 | ||
| 51 | 28.01 | ii) 110 mm diameter | ab51 | 25 | M |
| 52 | 29 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | ab52 | ||
| 53 | 29.01 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | ab53 | 72 | M2 |
| 54 | 29.02 | v) 20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) | ab54 | 80 | M2 |
| 55 | 30 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. | ab55 | ||
| 56 | 30.01 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | ab56 | 16 | M2 |
| 57 | 31 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | ab57 | 110 | M2 |
| 58 | 32 | 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) | ab58 | 80 | M2 |
| 59 | 33 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm | ab59 | 110 | M2 |
| 60 | 34 | Providing and fixing 150 mm wide Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. | ab60 | 120 | M2 |
| 61 | 35 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises | ab61 | 17000 | M2 |
| 62 | 36 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) (in layers of not more than 150 mm ) wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and 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 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge. | ab62 | 5100 | M3 |
| 63 | 37 | 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 using needle & surface vibrators, vacuum dewatering, leveling to required slope /camber finishing with required texture, 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 (Item of Joint fillers, sealants, Dowel bar with sleeve / tie bars to be paid separately) \nNote:- \na. Cement content considered in M-30 is @ 340 kg/cum. Excess cement used as per design mix is recoverable separately\nb. Contractor shall have the option of installing a Fixed Batch mixing plant or a Mobile Batch mixing Plant of capacity to be approved by Site Engineer along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.\nd. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Alternatively, RMC can be brought in on the basis of pre-design mix approved by IOCL, at no extra cost implications to IOCL.\ne. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.\nf. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.\ng. Payment shall be made as per drawing dimensions.\nh. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.\ni. Item rate is inclusive of applicable Royalty for the sand and aggregate/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor. In the case of non-submission of such receipts by the Contractor, IOCL shall reserve its rights to deduct such amounts on account of Royalty at the rates specified by concerned State Government Departments from time to time. Deductions if any on this account shall be as per the theoretical consumption or actual consumption of the item at site, whichever is higher | ab63 | ||
| 64 | 37.01 | ii) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. | ab64 | 3400 | M3 |
| 65 | 38 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm. | ab65 | 30 | M2 |
| 66 | 39 | Providing and fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting( fitting shall be paid separately) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge.(pipe length inserted in the fitting shall not be measured for payment) Exposed on walls or concealed in walls /others | ab66 | ||
| 67 | 39.01 | i) 15.88 mm OD SS pipe | ab67 | 100 | M |
| 68 | 39.02 | ii) 22.22 mm OD SS pipe | ab68 | 125 | M |
| 69 | 39.03 | iii) 28.58 mm OD SS pipe | ab69 | 125 | M |
| 70 | 39.04 | iv) 34.00 mm OD SS pipe | ab70 | 80 | M |
| 71 | 39.05 | v) 42.70 mm OD SS pipe | ab71 | 55 | M |
| 72 | 39.06 | vi) 48.60mm OD SS pipe | ab72 | 45 | M |
| 73 | 40 | Providing and fixing required stainless steel fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M- profile and with O ring sealing gasket of EPDM material of required dia and as per direction of Engineer in charge. Coupling/socket | ab73 | ||
| 74 | 40.01 | i) Coupling/socket for 15.88 mm outer dia pipe | ab74 | 25 | EA |
| 75 | 40.02 | ii) Coupling/socket for 22.22 mm outer dia pipe | ab75 | 15 | EA |
| 76 | 40.03 | iii) Coupling/socket for 28.58 mm outer dia pipe | ab76 | 25 | EA |
| 77 | 40.04 | iv) Coupling/socket for 34.00 mm outer dia pipe | ab77 | 25 | EA |
| 78 | 40.05 | v) Coupling/socket for 42.70 mm outer dia pipe | ab78 | 25 | EA |
| 79 | 40.06 | vi) Coupling/socket for 48.60 mm outer dia pipe | ab79 | 25 | EA |
| 80 | 41 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M profile and with O-ring sealing gasket of EPDM material of providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer in charge. Reducers: | ab80 | ||
| 81 | 41.01 | i) Reducer 22.22 mm x 15.88 mm OD pipe | ab81 | 5 | EA |
| 82 | 41.02 | ii) Reducer 28.58 mm x 15.88 mm OD pipe | ab82 | 5 | EA |
| 83 | 41.03 | iii) Reducer 28.58 mm x 22.22 mm OD pipe | ab83 | 5 | EA |
| 84 | 41.04 | iv) Reducer 34.00 mm x 15.88 mm OD pipe | ab84 | 5 | EA |
| 85 | 41.05 | v) Reducer 34.00 mm x 22.22 mm OD pipe | ab85 | 5 | EA |
| 86 | 41.06 | vi) Reducer 34.00 mm x 28.58 mm OD pipe | ab86 | 5 | EA |
| 87 | 41.07 | vii) Reducer 42.70 mm x 15.88 mm OD pipe | ab87 | 5 | EA |
| 88 | 41.08 | viii) Reducer 42.70 mm x 22.22 mm OD pipe | ab88 | 5 | EA |
| 89 | 41.09 | ix) Reducer 42.70 mm x 28.58 mm OD pipe | ab89 | 5 | EA |
| 90 | 41.1 | x) Reducer 42.70 mm x 34.00 mm OD pipe | ab90 | 5 | EA |
| 91 | 41.11 | xi) Reducer 48.60 mm x 15.88 mm OD pipe | ab91 | 5 | EA |
| 92 | 41.12 | xii) Reducer 48.60 mm x 22.22 mm OD pipe | ab92 | 5 | EA |
| 93 | 41.13 | xiii) Reducer 48.60 mm x 28.58 mm OD pipe | ab93 | 5 | EA |
| 94 | 41.14 | xiv) Reducer 48.60 mm x 34.00 mm OD pipe | ab94 | 5 | EA |
| 95 | 41.15 | xv) Reducer 48.60 mm x 42.70 mm OD pipe | ab95 | 5 | EA |
| 96 | 42 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge Insert Coupling/Socket | ab96 | ||
| 97 | 42.01 | i) Insert Coupling/Socket for 15.88 mm OD pipe | ab97 | 10 | EA |
| 98 | 42.02 | ii) Insert Coupling/Socket for 22.22 mm OD pipe | ab98 | 10 | EA |
| 99 | 42.03 | iii) Insert Coupling/Socket for 28.58 mm OD pipe | ab99 | 10 | EA |
| 100 | 42.04 | iv) Insert Coupling/Socket for 34.00 mm OD pipe | ab100 | 10 | EA |
| 101 | 42.05 | v) Insert Coupling/Socket for 42.70 mm OD pipe | ab101 | 10 | EA |
| 102 | 42.06 | vi) Insert Coupling/Socket for 48.60 mm OD pipe | ab102 | 10 | EA |
| 103 | 43 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. 90 deg Elbow | ab103 | ||
| 104 | 43.01 | i) 90 deg Elbow for 15.88mm OD pipe | ab104 | 2 | EA |
| 105 | 43.02 | ii) 90 deg Elbow for 22.22 mm OD pipe | ab105 | 2 | EA |
| 106 | 43.03 | iii) 90 deg Elbow for 28.58 mm OD pipe | ab106 | 2 | EA |
| 107 | 43.04 | iv) 90 deg Elbow for 34.00 mm OD pipe | ab107 | 2 | EA |
| 108 | 43.05 | v) 90 deg Elbow for 42.70 mm OD pipe | ab108 | 2 | EA |
| 109 | 43.06 | vi) 90 deg Elbow for 48.60 mm OD pipe | ab109 | 2 | EA |
| 110 | 44 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. 90 deg Reducing Elbow | ab110 | ||
| 111 | 44.01 | i) 90 deg Reducing Elbow 22.22 mm x 15.88 mm OD pipe | ab111 | 3 | EA |
| 112 | 44.02 | ii) 90 deg Reducing Elbow 28.58 mm x 15.88 mm OD pipe | ab112 | 3 | EA |
| 113 | 44.03 | iii) 90 deg Reducing Elbow 28.58 mm x 22.22 mm OD pipe | ab113 | 3 | EA |
| 114 | 44.04 | iv) 90 deg Reducing Elbow 34.00 mm x 22.22 mm OD pipe | ab114 | 3 | EA |
| 115 | 44.05 | v) 90 deg Reducing Elbow 34.00 mm x 28.58 mm OD pipe | ab115 | 3 | EA |
| 116 | 44.06 | vi) 90 deg Reducing Elbow 42.70 mm x 34.00 mm OD pipe | ab116 | 3 | EA |
| 117 | 45 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Equal Tee | ab117 | ||
| 118 | 45.01 | i) Equal Tee of 15.88 mm OD pipe | ab118 | 30 | M |
| 119 | 45.02 | ii) Equal Tee of 22.22 mm OD pipe | ab119 | 30 | M |
| 120 | 45.03 | iii) Equal Tee of 28.58 mm OD pipe | ab120 | 30 | M |
| 121 | 45.04 | iv) Equal Tee of 34.00 mm OD pipe | ab121 | 30 | M |
| 122 | 45.05 | v) Equal Tee of 2 42.70 mm OD pipe | ab122 | 30 | M |
| 123 | 45.06 | vi) Equal Tee of 48.60 mm OD pipe | ab123 | 30 | M |
| 124 | 46 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Cap | ab124 | ||
| 125 | 46.01 | i) Cap for 15.88mm outer dia pipe | ab125 | 50 | EA |
| 126 | 46.02 | ii) Cap for 22.22 mm outer dia pipe | ab126 | 50 | EA |
| 127 | 46.03 | iii) Cap for 28.58 mm outer dia pipe | ab127 | 50 | EA |
| 128 | 46.04 | iv) Cap for 34.00 mm outer dia pipe | ab128 | 50 | EA |
| 129 | 46.05 | v) Cap for 42.70 mm outer dia pipe | ab129 | 50 | EA |
| 130 | 46.06 | vi) Cap for 48.60 mm outer dia pipe | ab130 | 50 | EA |
| 131 | 47 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : | ab131 | ||
| 132 | 47.01 | i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate | ab132 | 200 | EA |
| 133 | 47.02 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate | ab133 | 200 | EA |
| 134 | 47.03 | iii) 20mm dia x 600mm long with 100 mm dia x 6 mm thick plate | ab134 | 50 | EA |
| 135 | 47.04 | iv) 20mm dia x 900mm long with 100 mm dia x 6 mm thick plate | ab135 | 50 | EA |
| 136 | 47.05 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate | ab136 | 50 | EA |
| 137 | 47.06 | vi) 32mm dia x 1125mm long with 100 mm dia x 8 mm thick plate | ab137 | 50 | EA |
| 138 | 48 | PROVIDING INTERNAL WIRING | ab138 | ||
| 139 | 48.01 | i) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | ab139 | 4 | EA |
| 140 | 48.02 | ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC 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. | ab140 | 4 | EA |
| 141 | 48.03 | iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, modular plate, suitable GI box | ab141 | 8 | EA |
| 142 | 49 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make | ab142 | ||
| 143 | 49.01 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire | ab143 | 25 | M |
| 144 | 49.02 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire | ab144 | 40 | M |
| 145 | 50 | Supply and fixing of following Electrical fittings /fixtures | ab145 | ||
| 146 | 50.01 | ii) 5 Amp modular type switch | ab146 | 4 | EA |
| 147 | 50.02 | iii) 5 Amp Piano type 3 pin socket | ab147 | 4 | EA |
| 148 | 50.03 | iv) 15Amp modular type switch | ab148 | 4 | EA |
| 149 | 50.04 | v) 15Amp modular type 6 pin socket | ab149 | 4 | EA |
| 150 | 51 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : | ab150 | ||
| 151 | 51.01 | ii) S/E of 9 Meter high galvanised Octagonal pole with top 90mm(A/F), bottom 158mm (A/F), made up of 3mm thick plate having a base plate of size 285 x 285 x 16 with double arm 1500mm long bracket arm made up of 48 O.D. pipe with EN grade galvanised foundation bolts & anchor plate on suitable concrete foundation as per standard drawings enclosed herein (Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. Of 250W Metal halide luminaries (on opposite sides) | ab151 | 72 | EA |
| 152 | 52 | Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for 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, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer-in-charge \nNote :- \na. Cement content considered in this item is @ 340 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.\nNote:\nb. Contractor shall have the option of installing a Batch mixing plant of capacity to be approved by Site Engineer along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.\nd. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer. Alternatively, RMC can be brought in on the basis of pre-design mix approved by IOCL, at no extra cost implications to IOCL.\ne. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.\nf. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.\ng. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.\nh. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.\ni. Item rate is inclusive of applicable Royalty for the sand and aggregate/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor. In the case of non-submission of such receipts by the Contractor, IOCL shall reserve its rights to deduct such amounts on account of Royalty at the rates specified by concerned State Government Departments from time to time. Deductions if any on this account shall be as per the theoretical consumption or actual consumption of the item at site, whichever is higher | ab152 | ||
| 153 | 52.01 | i) M30 RMC for All works UP TO PLINTH LEVEL | ab153 | 14 | M3 |
| 154 | 52.02 | ii) M30 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL | ab154 | 14 | M3 |
| 155 | 53 | Making leak detection membrane by providing Black Low Density Polyethylene (LDPE) film, 4000 gauge (=1mm thickness) as per IS 2508-1984. Joints in the film shall be heat-sealed insitu during laying of the film, using a 3-sealer thermostatically controlled electric iron and checked carefully.The film may be laid at a slope (towards the periphery of the sand pad foundation) of atleast 1 in 200, to effectively drain leaked product, if any, away from the sand pad. The film shall be anchored at the periphery of the sand pad, as shown in attached drawing. | ab155 | 17000 | M2 |
| 156 | 54 | Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with putty sealing compound (M/s.Fosroc - NITOFLOR FC 140 / Pidilite or equivalent) including cleaning, providing 32 mm dia Dowel bar with 40 mm Dia, 150 long G.I. pipe (Heavy Duty) with cap & filled with cotton waste etc complete as per drawings and as per directions of the site engineer. \nNote: a. The joint & the fiber board shall be for the entire depth of the concrete slab | ab156 | 380 | M |
| 157 | 55 | Providing & Fixing Stainless Steel Logo & Embossing Names as per directions of site-in-charge | ab157 | 1 | LS |
| 158 | 56 | BRICK WORK\n(Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour). Approval of Brick Kiln source from Site Incharge to be taken before execution. | ab158 | ||
| 159 | 56.01 | Brick work with F.P.S. (non modular) fly ash bricks class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) in foundation & UP TO PLINTH | ab159 | 2 | M3 |
| 160 | 56.02 | Brick work with flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in Cement mortar 1:4 (1 cement : 4 coarse sand) | ab160 | 80 | M3 |
| 161 | 57 | Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along external perimeter of building, expansion joints, surrounding of pipes & conduits etc. @ 1 litre per hole , 300 mm apart inlcuding drilling 12 mm dia holes and plugging with cement mortar 1:2 to match the floor complete as per IS specifications (IS:6313) confirming to manufacture and as directed by IOCL | ab161 | 40 | M2 |
| 162 | 58 | Applying Polymer: Cement::1:1 over prepared slab wherever required and laying Brickbat coba waterproofing treatement for terrace average 125mm thick Brickbat coba laid in cement mortar1:4 to prepared slab with 150mm effective watta and a top layer in cement mortar with waterprroofing compound including ponding testing etc. completed and as directed (Work Guaranteed for 10 years) | ab162 | 100 | M2 |
| 163 | 59 | Providing and doing Line Pointing with metal No 1 at the junciton of RCC frame and blockwork in the mortar (mix 1:3) etc. all complete. | ab163 | 100 | M |
| 164 | 60 | STAMP CONCRETE : Providing & laying metal screed concrete of ratio 1:1.5:3 above waterproofing treatment done with proper slope & finish with Stamping with required design on wet concrete .[ THICKNESS 100 MM] | ab164 | 100 | M2 |
AI Tender Summary
Tender Timeline
Feb 12, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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