Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date9 Apr 2025
Closing Date22 Apr 2025
Tender Amount₹ 33,000
Costs
EMD
₹ 660Document Cost
₹ 300Tender Fee
Refer Documents
Summary
Stage Contract For Annual Repairs And Maintenance Of Various Structures Viz Rbm Bunds, Boulder Bunds, Pcc Walls, Channelization, Crates, Buildings And Other Necessary Works As And When Required Of Irrigation And Flood Control Sub-division No. Ans-i O
Description
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Contact
Tender Id
2025_IFC_275471_7Tender No
e-NIT No. 01 of 2025-26 dated 08-04-2025Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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BOQ Items
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50 mtr beyond 1 m from cutting edge
1
673
673.3
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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
1
592
592.9
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Earth work in bulk excavation by mechanical eans (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in- Charge. All kinds of soil.
1
187
187.3
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.
1
741
741.05
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,
wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides
and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
1
256
256.85
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Deduct for not watering the excavated earth for banking.
1
33
33.45
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Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil.
1
467
467.3
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Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
All kinds of soil.
1
89
89.75
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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 1.5m.
1
218
218.4
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Filling / Hand-packing stones in wire-crates; excluding cost of crates and stones
1
371
371.15
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Providing BA WIRE crates made from 4.00mm wire (Wires as per IS280) Machine woven both ends bent with the following meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Size 6mx1.5m x1.5m with lids
1
5500
5500
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Dumping stone excluding cost of stones. In Horizontal on level
1
237
237.9
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Stone boulder (nallah) nominal size 225 mm
(Stack measurements reduced by 15%)
1
700
700
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Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire
diameter 2.70/3.70 mm (ID/OD).
1
250
250
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Crates made of Mesh type 10x12 (D=100 mm) Zn+10% Al alloy +PVC
coated. Mesh wire diameter 2.70/3.70 mm (ID/OD).
1
315
315
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Dismantling old protection work including cutting of crates and stacking
of stones.
1
398
398.35
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Constructing vertical bunds with sloping faces, by boulder filling (dry,
hand packed tightly); including cost of stones but excluding cost of wirecrates
1
2732
2732.7
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Extraction /collection and stacking of boulders within nallah pheriphery excluding all carriages
1
700
700
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Dry stone pitching (any thickness) excluding cost of stones.On Horizontal
1
535
535.55
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Dry stone pitching (any thickness) excluding cost of stones.On Slopes
1
693
693.95
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Opening out old wire crates those and re-binding after filling.
1
35
35.6
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Extra for every additional lift of 1.5 m or part there of beyond 1.5 m
height for hand-packing of stones in wire-crates
1
81
81.4
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Making knitted wire crates of approved mesh-size; including weaving,
binding sides and partitions, and binding top after filling; excluding cost
of filling, stones and weaving materials
1
92
92.9
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Tipping stone-filled wire crates in position; including equipment
charges.
1
312
312.2
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Loading/Unloading sand/ earth filled Geo bags (2.83 cft) in lorries; lead upto 50m.
1
4
4.95
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
1
5402
5402.9
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Providing and Laying PVC Polythene of special quality(LMR)
1
45
45
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Supply of A4 Paper 75 GSM for sub divisional use
1
390
390
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Carraige of materials by Mechanical transport: Earth upto 1 km
1
160
160.93
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2 km
1
184
184.3
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3 Km
1
207
207.3
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4 km
1
229
229.48
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5 km
1
250
250.92
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Beyond 5 Km upto 10 km /km
1
19
19.58
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Beyond 10 Km upto 20 km /km
1
16
16.36
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Beyond 20 km /every additional Km
1
13
13.8
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Crates upto 1 km
1
343
343.32
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2 km
1
393
393.17
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3 Km
1
442
442.23
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4 km
1
489
489.56
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5 km
1
535
535.3
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Beyond 5 Km upto 10 km /km
1
41
41.77
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Beyond 10 Km upto 20 km /km
1
34
34.9
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Beyond 20 km /every additional Km
1
29
29.43
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Stone /Boulder upto 1 km
1
151
151.47
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2 km
1
173
173.46
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3 Km
1
195
195.1
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4 km
1
215
215.98
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5 km
1
236
236.16
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Beyond 5 Km upto 10 km /km
1
18
18.43
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Beyond 10 Km upto 20 km /km
1
15
15.4
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Beyond 20 km /every additional Km
1
12
12.98
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40 mm & above Agregrate 1 Km
1
139
139.94
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2 km
1
160
160.26
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3 Km
1
180
180.26
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4 km
1
199
199.55
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5 km
1
218
218.19
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Beyond 5 Km upto 10 km /km
1
17
17.03
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Beyond 10 Km upto 20 km /km
1
14
14.23
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Beyond 20 km /every additional Km
1
12
12
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below 40mm Aggregate 1 Km
1
128
128.75
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2 km
1
147
147.44
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3 Km
1
165
165.84
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4 km
1
183
183.58
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5 km
1
200
200.74
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Beyond 5 Km upto 10 km /km
1
15
15.66
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Beyond 10 Km upto 20 km /km
1
13
13.09
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Beyond 20 km /every additional Km
1
11
11.04
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Sand 1 km
1
128
128.75
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2 km
1
147
147.44
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3 Km
1
165
165.84
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4 km
1
183
183.58
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5 km
1
200
200.74
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Beyond 5 Km upto 10 km /km
1
15
15.66
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Beyond 10 Km upto 20 km /km
1
13
13.09
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Beyond 20 km /every additional Km
1
11
11.04
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Carraige of materials from road site to site of work by manual labour including loading , unloading and stacking (Earth for First 50mtrs)
1
200
200.67
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for every additional 50 mtrs
1
43
43.69
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stone/Boulders for first 50 mtrs
1
236
236.08
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for every additional 50 mtrs
1
51
51.4
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40 mm& above For First 50 Mtrs
1
216
216.94
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for every additional 50 mtrs
1
47
47.23
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below 40mm For First 50 Mtrs
1
200
200.67
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for every additional 50 mtrs
1
43
43.69
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Sand For First 50 Mtrs
1
200
200.67
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Constructing muthu bunds, comprising boulders and wood bushes in
alternate layers; including working in water situations.
1
1622
1622.25
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