Tender For Establishment Of Integrated Open Yard And Closed Storage Facility At Ernakulam Cgs & Coco Premises
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Bid Submission
26 Sep 2026
10 days left
EMD
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Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
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Tender
Location / State
Ghaziabad → Uttar Pradesh
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Not Available
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Project Description
Tender for Establishment Of Integrated Open Yard And Closed Storage Facility At Ernakulam Cgs & Coco Premises
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works at IOAGPL Ernakulam |
| 2 | SITE CLEANING :Surface dressing of ground in all kind of soil including removing vegetation, debris, malba or any obstruction existing on site, all inequalities upto natural ground level as direction of Engineer -In-Charge and disposal of unserviceable material away and outside the IOAGL boundary limits irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. (Item shall not considered if plot excavation considered separately.) |
| 3 | EXCAVATION UPTO 1.5mt : HARD SOILExcavation up to 1.5 mt. depth in all kind of Hard soil in any plan dimension including stacking of serviceable excavated earth, and disposal of surplus and unserviceable material away and outside the IOAGL boundary limits, after backfilling using serviceable earth, irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. Proper shuttering/support has to be made to support side soil wall and to avoid collapse of soil. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 4 | FILLING WITH EXCAVATED SOILAvailable excavated Good Soil in Filling after execution of work to proper grade and level with selected materials from available excavated soil from spoil heaps within a lead of 50m, including re-excavating the stored serviceable soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15cms. including watering, rolling and ramming by manual/mechanical means, to achieve 90% of maximum dry density, dressing, trimming, leveling the top surface etc. in foundations, plinths, road embankments, road, shoulders, trenches etc. complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge |
| 5 | P.C.C. : (1:4:8)Providing and laying Plain cement Concrete of nominal mix 1:4:8 by mass (1 cement:4 coarse sand: 8 crushed stone aggregates/gravels) with 40mm down size graded crushed stone aggregates for all depths below and up to plinth level in foundations, drains, fillings, non suspended floors, pavements and ramps or any other works etc. in any shape , position, thickness and finishing the top surface rough or smooth as specified and directed, including tamping, ramming, vibrating, curing etc. all as specified including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specification and direction of EIC/Consultant. Actual/Net measured quantities shall be paid. Cost shall excluding of formwork. |
| 6 | RCC : M20 (SUB & SUPER STRUCTURE)Providing and laying Reinforced Cement Concrete of nominal mix M-20 (1:1.5:3) Grade (Concrete shall be design mix), with 20 mm & down size graded crushed stone aggregates in SUB-STRUCTURE below plinth level of all types e.g. foundations, rafts, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses , trenches, manholes, pipe encasement, catch pits, drains, RCC pits, equipment foundations, pedestals, columns, pavements, suspended floors, brackets etc. and SUPER STRUCTURE like beams, slabs, walls including counter forts, staircases, landings, steps, facias, gutters, shelves, window sills, canopies, lintels, ducts, brackets, chhajjas with drip molds etc. and any other structures (including single pour concreting upto 50 Cu. m. ) providing pockets, openings, recesses, chamfering, vibrating, tamping, curing and rendering, to give a smooth and even surface (Excluding the cost of REINFORCEMENT & SHUTTERING) for all depths below and upto plinth level in any position, shape, level and thickness etc. including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specifications and directions of the Engineer-in-charge. The rate shall excluding the cost of shuttering and reinforcement. Actual/Net measured quantities shall be paid. |
| 7 | FULL BRICK MASONRY: SUPER-STRUCTUREProviding and laying FULL BRICK MASONRY (230mm th. or more) with bricks of class-1, strength not less than 35 kg/sq.cm in cement mortar 1:6 (1 cement: 6 sand) in one or more brick thickness and in any shape in super-structure at all height/level including the cost of materials, labour, steel scaffolding/staging, sampling and testing, soaking of bricks, cutting & laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings & fixtures, curing etc. all complete as per specifications. All materials including Cement to be supplied by the contractor. The rate shall includes cost of material, labour, tools tackles, machinery etc. all complete.) |
| 8 | PLASTER : 10mm Th Mortar 1:4Providing and laying of 10mm thick Cement Plaster with Cement Mortar 1:4 (1 cement : 4 fine sand ) on building ceiling including surface preparation, hacking the RCC surface at all height/depth with all tools, material, labour, scaffolding and curing etc. to make even finish in true lines and levels all complete as per specifications and direction of engineer in Charge. Actual/Net quantities measured shall be paid. (smooth nero plaster if instructed) |
| 9 | Roller Shutter |
| 10 | DRIVE AREA : PAVER FINISHExecution of civil work to develop floor area finish with RCC tri-mix finish floor including scope of work of excavation, GSB, PCC, RCC, Paver block work with curbing / edge bounder finish including curing, Cutting, joint / gap filling, compacting, site cleaning, material sampling and testing for quality check etc. all complete. (1)EXCAVATION : Earthwork and excavation for foundation for drive area development in all kind of soil, hard murrum, soft rock, hard rock by pneumatic drilling etc. Stacking the excavated serviceable earth at least 3mts. away from the edge of excavation / foundation trenches and Disposing of the surplus non serviceable excavated earth and/or debris etc. including loading at site, transporting & disposal, unloading up to any lead in all conditions after backfilling using serviceable earth as per the instructions of the client or consultant. Dewatering shall include in scope of work if & as applicable. Plot area soil to be leveled and neatly dressed and compacted with mechanical compactors / roller to the specified levels complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge. (2) WBM : 300 MM Th.-Supplying and laying of 300mm Th. WBM LAYER BASE COURS (1st layer of 150mm th of downgraded stone size 63 to 90 mm and 2nd layer of 150mm th of downgraded stone size 40 to 63 mm) tough, sound, clean and durable including cost of stone aggregates with quarry dust / murrum filling in voids correcting the grade and slope for, all royalties, taxes, handling, transportation to site, unloading the same by the side of the road with all leads and lifts, spreading and laying to form water bound macadam in TWO LAYER of 150mm EACH compacted thickness to proper grade, camber & level, binding the surface with murrum, including the cost of supply of murrum, consolidating with min 10 T Vibro road-roller, watering, with all leads & lifts including preparation of camber below Paver etc. complete as per drawings, specification and direction Engineer-in-Charge. (3)P.C.C. :- Providing and laying of 75 mm th. as specified in drawing 1:4:8 ( 1 cement : 4 coarse sand : 8 M/C graded stone aggregates of 40 mm nominal size) / as specified in drawing cement concrete in proportion as per shown in drg. for all depth and thickness incl. shuttering, centering, ramming tempering and curing etc. P.C.C should completed in proper line and lvl. Provide and lay 600mic PVC sheet over compacted GSB top layer prior to do PCC over it. (4) PAVER BLOCKS : Providing and laying 80 mm thick ( grey or red ) rubber molded paver blocks of approved pattern in forecourt area or as per located in drawing (approved by client/ consultant) having compressive strength 400 kg/sqcm laid over 50 mm th river sand bed and joints to be filled with river sand and Compaction by Mechanical Compactor. Paver blocks should be in proper line and lvls. Paver block pattern, colour and make as approved by Owner/ EIC. (5) Provide and laying curbstone of size 450x500x150 / 450x300x150, smooth finish with half round top edge chamfer, shall fix in true line and level as specified and apply approved paint over it |
| 11 | Wet Mix macadam -providing, laying, spreading and compacting stone aggregates of specified sizes to wet mix macadam at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform thickness in sub-base / base course on a well prepared sub-base and compacting with smooth three wheel 80-100 kN static roller to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 & 400.12 and as per technical specification Clause 406 |
| 12 | Steel Reinforcement- Supply of reinforcement for RCC including straightening, cutting, bending, placing, in position and binding all complete at all levels. Thermo Mechanically Treared Bars Fe- 500 grade. |
| 13 | Tubular Section |
| 14 | Fabrication : Structural Steel (General)Structural Fabrication Works - Supplying, Fabricating, Erecting & Fixing in position structural steel items viz. structure, trench covers, dispenser frames, cascade structure, pipe support, valve support, hand railing, ladder, staircase, clamps, brackets and all miscellaneous steel works as detailed and as directed by EIC at all levels using MS angles, beams, channels, tees, plates, pipes, rounds, squares, flats including hard wares like hinges, nuts, bolts, washers, etc. of various sizes and other structural steel sections conforming to IS 2062 including straightening, cutting, fabricating, welding, bending to shape, bolting, fixing in position, welding to other MS structure item or insert plate embedded in wall/concrete at site and finished the surface neat after grouting. Rate shall include for painting with two coats 50 micron DFT for Each Coat of synthetic enamel paint over a coat of 50 micron DFT for Zinc chromate primer, etc. complete, as directed by Engineer In charge. Material shall be of TATA/VIZAG/SAIL/ESSAR or other equivalent make only. Actual/Net quantities measured shall be paid. Weight of washers, nuts & bolts shall not be paid extra.Note : 1. Welding rods of Adani or Ador make only to be used. 2. ISI marked E-7018 to be used for welding on beam or truss part and 6013 for rest or as directed by Engineer-in-charge.3. Welding rod to be preheated to 60 degrees centigrade before usage.4. If fabrication work is done at site then contractor will have to bear the electricity consumption charges. |
| 15 | 100 MM DIA PVC PIPE For Rain water lineSupplying and laying in position of 100 mm dia PVC pipes, 6 KG/CM2 with collars conforming to AS IS FOR DRAINAGE etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes, clamping etc.caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement: 2sand),CC, curing etc. all complete as per drawings, specifications and directions of Engineer-in-charge. Rate shall include all material, labour, tools, tackles, equipment and machinery supply, sampling, testing etc. all complete. |
| 16 | 3.0 Cx 2.5 q.mm. XLPE Armoured copper cable |
| 17 | Supplay,Installation,testing and commissioning of 40w Led tube light Fixture |
| 18 | LIGHTING POLE AND JUNCTION BOXS.I.T.C of Steel tubular pole (swaged) confirmiry IS 2713 (part-II) 1980 designated 410 SP-25 manufacture of steel tubes can be permitted manually by are welding process or allow to coufirm as IS Specification of steel tubes of following dimensions swaged to gather complete painted with one coat of red oxide and two coats of Aluminium paint erected with metalic base plate 300mm x 300 mm x 4mm thick steel tubular pole should be ISI mark Tata/Asian/jindal/Surya.make. Over all length 9.00 Mtr Approximate wt of pole 78kg within permissible limits as per IS. Effective length of section as: Bottom : 5 mt having out side dia 114.3 mm x 3.65 mm wall Thickness. Middle : 2.0 mt having O.D.88.9mm x 3.25mm Thickness TOP.2.mt having O.D.76.10 mm x 3.25 mm thickness. |
| 19 | Supplying and erecting LED Solar street lights with High power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed with 36 hours battery backup & MPPT 24V,7.5 A charge controller with 12 hours automatic switch on/off with wind speed resistance 44 m/s as per IEC 6121536W,3000 lumens, IP-65, PV Module – 2x100W and 6 mtr poles complete erected |
| 20 | 24 Port 10/100/1000 Tx Base POE Switch with fully loaded 24 port patch panel, 24 patch cord and all Required Accessories. Make - Cisco, HP, Avaya. |
| 21 | SUPPLY, EARTHING STRIP, GI, 50X6 MM Supply & laying of G.I Strips of following sizes 600 mm under ground /clamped to wall /structure including termination at the required point by welding /nuts bolts including all earthing material. Size of Nut - bolts M 10 x 1.5 \\" (Cadmium Plated, & Brass).50x6 mm GI strip Hot - Dip above 85 microns. |
| 22 | TurbineVentilators:Supplyandinstallationturbineventilatorsofapprovedmakeasperarchitecturalandstructuraldrawing.Therateshallincludelabour,material,scaffolding,transportation,painting(ifrequired),allthefittings,etccomplete related works as per the instruction/approval of EIC. |
| 23 | 2*1.5 SQMM copper cable with PVC pipe and accessoriesMake : Polycab |
| 24 | 38x6mm GI strip for earth connection |
| 25 | Security Cabin with toilet and water tank (Porta Cabin) |
| 26 | CABLE GLAND |
| 27 | END TERMINATION, F/CABLESupply, fixing, connection, testing and commissioning of Double compression brass cable glands andcrimping type Bimetalic lugs / sockets with necessary tools & equipments as specified inspecifications & IS. The glands and lugs / sockets shall be suitable for cable size and type mentionedabove. The job also includes, if necessary, supply and fixing of extension busbar of same material oncircuit breaker or panel board terminal / connector to connect more than one no. of parallel cablesor to connect higher size cable to lower size unit. The job also includes earthing the glands andarmour of the cable with common earth bar or flexible copper mesh. |
| 28 | SPLY&FIX, GALVALUME SHEET |
| 29 | Galvalume Sheet Side Cladding Works: Supply and installation of color-coated trafford galvalumesheets 0.50 mm thick. and using approved makes of G.I. screws and washers as per architectural andstructural drawings. All gaps and openings should be covered with a 0.5mm thick galvalume sheet.Actual laid sheet area measured. The rate shall include labor, material, scaffolding, transportation,painting if required, all the fittings, etc complete related works as per the instruction/approval of EIC |
| 30 | Line text:SPLY&FIX, GUTTER;FRP Gutter Works: Supply and installation of approved make FRP gutter of size 200 x 200 mm or 150x 150 mm sizes using approved makes of G.I. screws and washers as per architectural and structuraldrawing. Also, provide chain drops of the grade SS 304 at the required positions. The rate shallinclude labour, material, scaffolding, transportation, painting(if required), all the fittings, etc completerelated works as per the instruction/approval of EIC. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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