Indian Oil Corporation Limited-IOCL has published Construction Of Pre-Engineered Building ( Peb ) Parking Shed For Mosru And Mini Foam Tender At Ibp Terminal, Kondapalli For Phpl Project, Vijayawada. Submission Date for this Tender is 05-01-2022. Building Work Tenders in Vijayawada, Andhra Pradesh Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | A. CIVIL WORKS - COMPOSITE |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge: |
| 3 | In all kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disposal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 5 | In all kinds of soil |
| 6 | Providing and laying cement concrete of mix 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) for foundation works at all depths including ramming 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. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 8 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor"s own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 12 | Providing and laying dry compacted hard base in layers using stone aggregate of 63 mm nominal size over the rammed hard compacted subgrade (for foundation columns, walls, dykes etc.), including spreading, ramming dry compacting complete in all respects inclusive of cost of all labour, materials and equipments etc. as per the specifications and direction of the Engineer-in-Charge. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 16 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 17 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : |
| 18 | Bituminous Road |
| 19 | Design, Fabrication, Transportation, Supply, Painting, Installation, Erection and Fixing of factory finished custom designed Cold Formed Light Gauge Steel Framed Pre-Engineered Building as per Technical Specifications comprising of: (1) Cold Formed Members such as Columns, Rafters, Crane Beams, FOs, Purlins, Girts, Eave Struts, C-Sections, etc. (2) Eave Gutter & Down take Pipes - 0.50mm thick coated with Silicon Modified Polymer (3) Hot Rolled sections and all necessary connections, plates, etc. (4) Anchor Bolts (5) Connection Bolts(6) Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles, Hill Side Washers, etc. for better structural stability. [Notes: (1) Pre-Engineered Building shall be designed as per IS:801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ Architek V2.5.16/ Revit Architecture-2011 or equivalent. (2) The scope of item also includes design of foundation for PEB and submission of design details along with detailed drawings for approval of the Engineer-in-Charge. (3) The quantity indicated herein is tentative and may vary depending upon the approved design of PEB. (4) Members such as Purlins, Girts, Eave Struts, C-Sections, etc. shall be manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for Cold Formed Steel framing & construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801-1975. (5) All self drilling tapping screws for joining the members shall have a Type-II coating in accordance with ASTM B 633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. (6) 1 coat of primer and minimum 2 coats of finished paint of approved shade to be applied on blasted surface. After erection, touch up finish paint to be applied wherever necessary. (7) Providing, fabricating and supplying Hot-Dip Galvanized Holding Down Bolts including all assembles and accessories, required to be embedded in concrete work and base plate are included in this item. The bolts shall be of sufficient length to ensure that a minimum 40mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of design and approved drawings. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred including costs of all washers nuts lock nuts and pins that may be required for securing the structural member with the embedded bolts. Work of actual fastening of the structural components with the embedded bolts is also included in this item. However installation of the foundation bolts shall be covered in the relevant concreting item. The quoted rate for the item shall include cost of executing the work for bolts of all diameters and lengths. (8) The rate includes the concept design, detailed design, fabrication of sections, painting, transportation, installation and all required fixing arrangement including double steel scaffolding at site as described above. |
| 20 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centre, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip metalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns exterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both surfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and special male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sealing tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement shall be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give minimum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages across laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation. The rate is nclusive of double steel scaffolding. |
| 21 | B. SERVICES ELECTRICAL |
| 22 | CABLE TRENCH:Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 23 | Cable Laying - Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and installation of all required materialssuch as fixingclamps, screws, cable straps, tags, etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) complete in all respect, including cost of alllabour, tools, consumable materials, etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge:Power cables LT : OD above 20 mm and upto 40 mm |
| 24 | C. COMPOSITE ELECTRICAL |
| 25 | SAND FILLING:Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 26 | BRICK SOLING:Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 27 | CABLE MARKER:Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 28 | EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect:40 mm X 5 mm G.I. earthing strip |
| 29 | EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect:GI wire(8 SWG) |
| 30 | Supply, erection & installation of cable conduits made up of GI pipes of medium class "B" subject to owner"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as requiredJob complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of site engineer / Engineer-in-Charge:50 mm |
| 31 | Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor:2 light points controlled by 1 switch |
| 32 | 16 A power plug point wiring:Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings |
| 33 | Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: Double Door Translucent Euro DB of Havells or equivalent approved make having 100 A TPN Copper Bus bar, 1x32 A DP MCB Isolator, 1x32 A DP RCCB (100 mA Sensitivity), 2x20A DP MCB & 6x20 A SPN MCB as per specifications. |
| 34 | Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given in the specifications:LED light fittings, Batten with 2XTLED-TMC501-2X TLED-36 W P3242 or equiavlent approved make with LEDs: Supply and fixing of wall mounted/ suspended type weather prooflight 2XTLED-TMC501-2X TLED or equiavlent approved make with LEDs, 36 W or more. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. |
| 35 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc.:25 mm |
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