Indian Oil Corporation Limited-IOCL has published Tender For . Wbso Engg Impervious Work Of Tank Farm Dyke Area And Construction Of Dyke Peripheral Drain In Line With Esa Recommendation At Durgapur Terminal Under Wbso.. Submission Date for this Tender is 29-07-2022. Drainage Tenders in bardhaman West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Demolishing C.C. /R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof 1000m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 3 | Plain Cement Concrete (1 : 3 : 6): Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and above plingth level. |
| 4 | Supplying and laying black LDPE film, (1000 MICRON/1MM thick ) as per IS 2508- 1984; joints in the film shall be heat sealed in situ during laying of the film using a 3 sealer iron and checked carefully. The material shall be bought from M/s. IPCL/ approved manufacturers. Anchoring the LDPE film at the periphery of the tank pad as per detailes including earthwork, brickwork in CM 1:5 below ground level using best quality chamber burnt bricks etc.& as per site instructions. Note: The LDPE film shall be measured for the area laid as per drawing requirements. No extra payment for the overlaps, wastages shall be made. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for :Centering and shutteringCentering and shuttering including strutting, propping etc. and removal of form work : |
| 6 | Supplyingand Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 ofattached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete |
| 7 | PCC work (1:2:4) : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | v)PCC work1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 9 | Providing and laying in position ready mixed plain cement concrete, with cement content 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:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionof engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 10 | i) M-15 grade plain cement concrete. (cement content considered @ 240 kg. /cum) |
| 11 | ii) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 12 | Providing and laying inposition specified grade ofreinforced concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level RCC 1:1.5:3 |
| 13 | Reinforcement steel Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level withThermo-Mechanically Treated bars |
| 14 | i) 12 mm cement plaster of mix1:4 (1 cement: 4 sand) |
| 15 | Applyingonecoatofcementprimerofapprovedbrandand manufacture on wall surface : |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 17 | Neat cement punning in drain |
| 18 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 19 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place & stacking serviceable material within 50 metre lead as per direction of Engineer - in-Charge |
| 20 | Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge. |
| 21 | Synthetic enamel Paint Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 22 | Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 24 | 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, lead up to 50 m and lift upto 1.5 m. |
| 25 | Supply & filling imported earth, inplot,trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, each deposited layer by ramming and watering. |
| 26 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth:i) 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 |
| 27 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. |
| 28 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 29 | Laying of follwing dia Pipe line |
| 30 | 300 mm dia Pipe |
| 31 | 250 mm dia pipe |
| 32 | 200 mm dia pipe |
| 33 | 150 mm dia pipe |
| 34 | 100 mm dia pipe |
| 35 | 80 mm dia pipe |
| 36 | Dismnatling of Pipeline |
| 37 | 300 mm dia Pipe |
| 38 | 250 mm dia pipe |
| 39 | 200 mm dia pipe |
| 40 | 150 mm dia pipe |
| 41 | 100 mm dia pipe |
| 42 | 80 mm dia pipe |
| 43 | Fabrication & Erection of IOC supplied structural steel work riveted, 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 |
| 44 | Brick on edge flooring with bricks of Class designation 7.5 on a bed of 12mm cement mortar including filing the joints with same mortar with common burnt clay non modular bricks |
| 45 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 46 | i) 50 x 10mm G.I. Strip |
| 47 | ii) 32 x 6 mm G.I.strip |
| 48 | v) 25 x 3 mm GI strip |
| 49 | Erecting temporary Mobile Fire Screen Wall around the place where hot work is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. |
| 50 | 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 |
| 51 | Re-laying corporation supplied cable complete as per specification |
| 52 | i) 1.5 sq.mm to 2.5 sq.mm XLPE |
| 53 | ii) 4 sq.mm to 10 sq.mm XLPE / AYFY |
| 54 | iii) 16 to 35 sq.mm XLPE / AYFY |
| 55 | Hume Pipes (Oil Water Drains)300 dia NP 2 |
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