Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date24 Oct 2024
Closing Date13 Nov 2024
Tender Amount₹ 28,20,500
Costs
EMD
₹ 56,400Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_262029_1Tender No
e-Nit No 07/RCC Upper/RTIC Kathua 2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
Dry Silt
218.04
111
24202.44
Wet Silt
226.63
184
41915.22
Slip clearance in soils mixed with kankar, Boulder with lead upto 50m and lift of 1.5 m
84.42
331
27955.68
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 m lead (1:3:6) or richer mix.
56.6
1725
97646.32
Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters.
37.77
1535
58010.94
Earthwork in excavation by manual means over areas ( Exceeding 30 cm and upto 1.50 m in depth, 1.50 m in width as well as 10 m^2 on plan) including disposal of excavated earth upto 1 metre from cutting edge, disposed earth to be leveled and neatly dressed (in all kind of soil).
52.92
479
25364.56
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
5.29
703
3719.93
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
130.16
218
28426.94
Providing and laying in situ cement concrete M- 7.5 nominal mix concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregates 40 mm nominal size):
1.92
5202
9989.57
Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All work upto plinth level.
1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggregate 20 mm nominal size), crushed aggregate.
145.68
5733
835270.85
Providing and 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, anchors blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggregate 20 mm nominal size), crushed aggregate
71.29
7564
539294.59
Centering and shuttering including strutting, propping etc. and removal of formwork for:
Foundations, footings, bases for columns.
315.64
286
90383.51
Centering and shuttering including strutting, propping etc. and removal of formwork for:
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
258.2
628
162394.89
Dry stone pitching (any thickness) excluding cost of stones.
-
-
-
On Slopes
75.65
693
52497.32
On Bed
45
535
24099.75
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.
56.4
327
18476.64
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.
748
199
149076.4
12mm Cement plaster of mix 1: 4 (1 cement: 4 coarse sand).
125.92
283
35736.1
Dumping stone excluding cost of stones. In Horizontal on level.
35.28
237
8393.11
Supply of stones
107.58
700
75306
Hand packing stones in wire crates; excluding cost of crates and stones.
13.5
371
5010.53
Extra for every additional lift (2 no.) of 1.50 m or part thereof in:
141.89
179
25469.26
Preparing and dressing bed of canals for lining.
57
16
954.75
Preparing and dressing side slopes of canals for lining.
196.8
27
5402.16
Providing and laying in situ concrete lining using M-10 nominal mix concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregates 20 mm nominal size):
-
-
-
On side slopes
19.68
5527
108782.18
On bed
5.7
5391
30731.55
Curing canal lining for 28 days.
-
-
-
On Bed
57
20
1148.55
On Slopes
196.8
62
12368.88
Carriage of Sand and Aggregate avg. 10 km by MT and 100 m by head load.
235.35
523
123182.19
Carriage of Stones average lead 10 km by MT and 100 m by head load.
64.33
615
39613.77
Carriage of Sand and Aggregate avg. 5 km by MT and 100 m by head load.
59.23
445
26363.27
Carriage of Sand and Aggregate avg. 5 km by MT and 50 m by head load.
49.66
401
19934.02
Carriage of earth from source to site of work average lead 1 km by MT and 150 m by head load.
5.29
448
2375.1
Scaffolding for canal lining
132
4
627
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