Indian Oil Corporation Limited-IOCL has published Wbso_Imprve_Floor__Sgu_Tml Development Of Impervious Flooring , Circular And Main Drain Inside Tank Farm Area At Siliguri Terminal Under West Bengal State Office. Submission Date for this Tender is 29-06-2020. Drainage Tenders in IOCL SILIGURI TERMINAL West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: DEVELOPMENT OF IMPERVIOUS FLOORING, CIRCULAR AND MAIN DRAIN INSIDE TANK FARM AREA AT SILIGURI TERMINAL UNDER WEST BENGAL STATE OFFICE. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | IMPERVIOUS FLOORING TNK FRM SILIGURI TML-Part A | 1 | ||
| 2 | 2 | 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, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. | 2 | ||
| 3 | 3 | i) All kinds of Soil | 3 | 4038 | M3 |
| 4 | 4 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil | 4 | 50 | M3 |
| 5 | 5 | 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 | 5 | 443 | M3 |
| 6 | 6 | 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. | 6 | ||
| 7 | 7 | i) Local Fine Sand within grading zone IV | 7 | 2309 | M3 |
| 8 | 8 | Carriage charge for disposal of earth by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground / unobjectionable place as per direction of Engineer- in-Charge beyond IOCL Premises for all leads and including all lifts. | 8 | ||
| 9 | 9 | i) Distance upto 1 km | 9 | 3617 | M3 |
| 10 | 10 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing : | 10 | ||
| 11 | 11 | ii) PCC 1 Cement:1½ Coarse Sand:3 Graded Stone Aggregate 20mm | 11 | 20 | M3 |
| 12 | 12 | iii) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 20mm | 12 | 25 | M3 |
| 13 | 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: | 13 | ||
| 14 | 14 | i) Foundations,footings,bases of column | 14 | 700 | M2 |
| 15 | 15 | 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 | 15 | ||
| 16 | 16 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | 16 | 50 | M3 |
| 17 | 17 | Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : | 17 | ||
| 18 | 18 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | 18 | 50 | M3 |
| 19 | 19 | Centering and shuttering including strutting, propping etc. and removal of form for : | 19 | ||
| 20 | 20 | i) Foundations,footings,bases of columns, etc. for mass concrete | 20 | 100 | M2 |
| 21 | 21 | ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. | 21 | 100 | M2 |
| 22 | 22 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | 22 | ||
| 23 | 23 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 | 23 | 2000 | KG |
| 24 | 24 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth | 24 | ||
| 25 | 25 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | 25 | 783 | M3 |
| 26 | 26 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH | 26 | 32 | M3 |
| 27 | 27 | 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 | 27 | 20 | M3 |
| 28 | 28 | iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL | 28 | 37 | M3 |
| 29 | 29 | 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. | 29 | 1000 | KG |
| 30 | 30 | 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: | 30 | 1000 | KG |
| 31 | 31 | 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 | 31 | 1000 | KG |
| 32 | 32 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. | 32 | ||
| 33 | 33 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | 33 | 1091 | M2 |
| 34 | 34 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | 34 | ||
| 35 | 35 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | 35 | 1988 | M2 |
| 36 | 36 | iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall | 36 | 6040 | M2 |
| 37 | 37 | Providing Neat cement punning | 37 | 5494 | M2 |
| 38 | 38 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within premises | 38 | 983 | M2 |
| 39 | 39 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) | 39 | 1214 | M2 |
| 40 | 40 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture | 40 | 200 | M2 |
| 41 | 41 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 41 | 817 | M2 |
| 42 | 42 | 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 | 42 | 493 | M3 |
| 43 | 43 | Dismantling Steel work in single sections including dismembering and stacking within premises | 43 | ||
| 44 | 44 | i) R.S Joists | 44 | 1000 | KG |
| 45 | 45 | ii) Channels, angles, tees and flats etc | 45 | 1000 | KG |
| 46 | 46 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises | 46 | 1000 | KG |
| 47 | 47 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises | 47 | 2758 | M3 |
| 48 | 48 | Demolishing C.C./R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | 48 | 2509 | M3 |
| 49 | 49 | Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground/unobjectionable place as/direction of Engg- in-Charge beyond IOCL Premises for all leads and including all lifts | 49 | ||
| 50 | 50 | i) Distance upto 1 km | 50 | 1131 | M3 |
| 51 | 51 | ii) Distance > 1 km< 3 km | 51 | 3520 | M3 |
| 52 | 52 | iii) Distance > 3 km< 5 km | 52 | 3520 | M3 |
| 53 | 53 | iv) Distance > 5 km< 10 km | 53 | 3520 | M3 |
| 54 | 54 | Constructing masonry Chamber 120x120x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 54 | 13 | EA |
| 55 | 55 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty | 55 | ||
| 56 | 56 | iv) 300 mm dia. R.C.C. pipe | 56 | 30 | M |
| 57 | 57 | Providing and laying non-pressure NP3 class (Medium class) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete | 57 | ||
| 58 | 58 | i) 600 mm dia. R.C.C. pipe | 58 | 20 | M |
| 59 | 59 | CONCRETE AND LDPE WORK FOR IMPERVIOUS- Part B | 59 | ||
| 60 | 60 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | 60 | ||
| 61 | 61 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | 61 | 1154 | M3 |
| 62 | 62 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | 62 | 1154 | M3 |
| 63 | 63 | 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. | 63 | 23112 | M2 |
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