Indian Oil Corporation Limited-IOCL has published Bifurcation Of Tank Dykes In Old Tank Farm At Mourigram Terminal Under West Bengal State Office As Per Oisd Standards. Submission Date for this Tender is 25-08-2020. Water Tank Tenders in Mourigram Terminal West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Bifurcation of Tank Dykes old Tank Farm at Mourigram Terminal as per OISD std. | |||||
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Sl. No. | Item Description / Scope of Work | Item Code / Make | Quantity | Units | |
1 | 1 | PART- 1 CAPITAL PART | Item-1 | ||
2 | 2 | PART- 1.1 NEW DYKE WALL FOR DYKE-A | Item-2 | ||
3 | 3 | 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. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | Item-3 | ||
4 | 4 | All kinds of Soil | Item-4 | 560.7 | M3 |
5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. | Item-5 | ||
6 | 6 | 1:3:6 or richer mix (i/c equivalent design mix) | Item-6 | 35.6 | M3 |
7 | 7 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises | Item-7 | 26.7 | M3 |
8 | 8 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | Item-8 | ||
9 | 9 | 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) | Item-9 | 26.7 | M3 |
10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for : | Item-10 | ||
11 | 11 | Foundations,footings,bases of columns, etc. for mass concrete | Item-11 | 151.3 | M2 |
12 | 12 | Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. | Item-12 | 1140 | M2 |
13 | 13 | Providing and laying in position ready mixed M-25 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 (Note :- Cement content considered in this item is @ 330 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. | Item-13 | ||
14 | 14 | M25 RMC for All works UP TO PLINTH LEVEL | Item-14 | 162 | M3 |
15 | 15 | M25 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL | Item-15 | 74.8 | M3 |
16 | 16 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | Item-16 | ||
17 | 17 | Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 | Item-17 | 16376 | KG |
18 | 18 | 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 | Item-18 | 363.2 | M3 |
19 | 19 | 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 | Item-19 | 44.5 | M3 |
20 | 20 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | Item-20 | ||
21 | 21 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | Item-21 | 943.4 | M2 |
22 | 22 | 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 | Item-22 | 943.4 | M2 |
23 | 23 | PART- 1.2 NEW DYKE WALL FOR DYKE-B | Item-23 | ||
24 | 24 | 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. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | Item-24 | ||
25 | 25 | All kinds of Soil | Item-25 | 831.6 | M3 |
26 | 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. | Item-26 | ||
27 | 27 | 1:3:6 or richer mix (i/c equivalent design mix) | Item-27 | 52.8 | M3 |
28 | 28 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises | Item-28 | 39.6 | M3 |
29 | 29 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | Item-29 | ||
30 | 30 | 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) | Item-30 | 39.6 | M3 |
31 | 31 | Centering and shuttering including strutting, propping etc. and removal of form for : | Item-31 | ||
32 | 32 | Foundations,footings,bases of columns, etc. for mass concrete | Item-32 | 224.4 | M2 |
33 | 33 | Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. | Item-33 | 1690 | M2 |
34 | 34 | Providing and laying in position ready mixed M-25 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 (Note :- Cement content considered in this item is @ 330 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. | Item-34 | ||
35 | 35 | M25 RMC for All works UP TO PLINTH LEVEL | Item-35 | 240.3 | M3 |
36 | 36 | M25 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL | Item-36 | 110.9 | M3 |
37 | 37 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | Item-37 | ||
38 | 38 | Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 | Item-38 | 24288 | KG |
39 | 39 | 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 | Item-39 | 538.6 | M3 |
40 | 40 | 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 | Item-40 | 66 | M3 |
41 | 41 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | Item-41 | ||
42 | 42 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | Item-42 | 1399.2 | M2 |
43 | 43 | 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 | Item-43 | 1399.2 | M2 |
44 | 44 | PART- 1.3 NEW FIRE WALLS | Item-44 | ||
45 | 45 | 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. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | Item-45 | ||
46 | 46 | All kinds of Soil | Item-46 | 138.4 | M3 |
47 | 47 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. | Item-47 | ||
48 | 48 | 1:3:6 or richer mix (i/c equivalent design mix) | Item-48 | 13.5 | M3 |
49 | 49 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises | Item-49 | 10.2 | M3 |
50 | 50 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | Item-50 | ||
51 | 51 | 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) | Item-51 | 10.2 | M3 |
52 | 52 | Centering and shuttering including strutting, propping etc. and removal of form for : | Item-52 | ||
53 | 53 | Foundations,footings,bases of columns, etc. for mass concrete | Item-53 | 121.5 | M2 |
54 | 54 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth | Item-54 | ||
55 | 55 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | Item-55 | 106.4 | M3 |
56 | 56 | 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 | Item-56 | 62.1 | M3 |
57 | 57 | 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 | Item-57 | 13.5 | M3 |
58 | 58 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | Item-58 | ||
59 | 59 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | Item-59 | 391.5 | M2 |
60 | 60 | 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 | Item-60 | 391.5 | M2 |
61 | 61 | PART- 1.4 CIVIL WORK FOR DYKE DRAIN & IMPERVIOUS DYKE FLOOR | Item-61 | ||
62 | 62 | 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. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | Item-62 | ||
63 | 63 | All kinds of Soil | Item-63 | 72 | M3 |
64 | 64 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. | Item-64 | ||
65 | 65 | 1:3:6 or richer mix (i/c equivalent design mix) | Item-65 | 24 | M3 |
66 | 66 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises | Item-66 | 13.5 | M3 |
67 | 67 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | Item-67 | ||
68 | 68 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | Item-68 | 30 | M3 |
69 | 69 | 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | Item-69 | 42 | M3 |
70 | 70 | 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) (For Slope) | Item-70 | 6.8 | M3 |
71 | 71 | 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. | Item-71 | ||
72 | 72 | Local Coarse Sand within grading zone II/III | Item-72 | 60 | M3 |
73 | 73 | 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.\nAnchoring 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.\nNote: The LDPE film shall be measured for the area laid as per drawing requirements. No extra payment for the overlaps, wastages shall be made. | Item-73 | 1920 | M2 |
74 | 74 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. | Item-74 | ||
75 | 75 | 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) | Item-75 | 660 | M2 |
76 | 76 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm: | Item-76 | 660 | M2 |
77 | 77 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth | Item-77 | ||
78 | 78 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | Item-78 | 37.5 | M3 |
79 | 79 | PART- 2 REVENUE PART | Item-79 | ||
80 | 80 | PART- 2.1 DEMOLITION OF PORTIONS OF OLD DYKE WALLS | Item-80 | ||
81 | 81 | 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 | Item-81 | 188.7 | M3 |
82 | 82 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge | Item-82 | 62.9 | M3 |
83 | 83 | 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. | Item-83 | 62.9 | M2 |
84 | 84 | PART- 2.2 DEMOLITION OF PORTIONS OF OLD FIRE WALLS | Item-84 | ||
85 | 85 | 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 | Item-85 | 290 | M3 |
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