Irrigation And Flood Control Department Tender
... More
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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. I Of If
Description
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Contact
Tender Id
2025_IFC_275471_5Bid Award Id
ViewTender 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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Beyond 20 km /every additional Km
1
29
29.43
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for every additional 50 mtrs
1
43
43.69
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Stone boulder (nallah) nominal size 225 mm
(Stack measurements reduced by 15%)
1
700
700
... More
Beyond 20 km /every additional Km
1
12
12.98
... More
3 Km
1
165
165.84
... More
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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40 mm & above Agregrate 1 Km
1
139
139.94
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3 Km
1
180
180.26
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Supply of A4 Paper 75 GSM for sub divisional use
1
390
390
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4 km
1
489
489.56
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2 km
1
173
173.46
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Beyond 10 Km upto 20 km /km
1
34
34.9
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4 km
1
183
183.58
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Extraction /collection and stacking of boulders within nallah pheriphery excluding all carriages
1
700
700
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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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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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Loading/Unloading sand/ earth filled Geo bags (2.83 cft) in lorries; lead upto 50m.
1
4
4.95
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for every additional 50 mtrs
1
51
51.4
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for every additional 50 mtrs
1
43
43.69
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Tipping stone-filled wire crates in position; including equipment
charges.
1
312
312.2
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Beyond 10 Km upto 20 km /km
1
15
15.4
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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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Opening out old wire crates those and re-binding after filling.
1
35
35.6
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5 km
1
236
236.16
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25 mtr beyond 1 m from cutting edge
1
576
576.45
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Beyond 5 Km upto 10 km /km
1
19
19.58
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Beyond 5 Km upto 10 km /km
1
17
17.03
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Dry stone pitching (any thickness) excluding cost of stones.On Horizontal
1
535
535.55
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3 Km
1
207
207.3
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Stage contract for I&FC Division Rajouri
-
-
-
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Beyond 10 Km upto 20 km /km
1
14
14.23
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4 km
1
183
183.58
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3 Km
1
442
442.23
... More
5 km
1
535
535.3
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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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below 40mm Aggregate 1 Km
1
128
128.75
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Earth work in excavation by manual means 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: 1mtr from cutting edge(AKOS)
1
479
479.3
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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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5 km
1
200
200.74
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50 mtr beyond 1 m from cutting edge
1
673
673.3
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Beyond 20 km /every additional Km
1
11
11.04
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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 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 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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Beyond 20 km /every additional Km
1
13
13.8
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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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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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40 mm& above For First 50 Mtrs
1
216
216.94
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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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Deduct for not watering the excavated earth for banking.
1
33
33.45
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Stone /Boulder upto 1 km
1
151
151.47
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Beyond 5 Km upto 10 km /km
1
15
15.66
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Sand For First 50 Mtrs
1
200
200.67
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4 km
1
199
199.55
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Dismantling old protection work including cutting of crates and stacking
of stones.
1
398
398.35
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Beyond 10 Km upto 20 km /km
1
16
16.36
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5 km
1
200
200.74
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Providing and Laying PVC Polythene of special quality(LMR)
1
45
45
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4 km
1
215
215.98
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Beyond 5 Km upto 10 km /km
1
18
18.43
... More
5 km
1
218
218.19
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Beyond 5 Km upto 10 km /km
1
41
41.77
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Beyond 5 Km upto 10 km /km
1
15
15.66
... More
2 km
1
160
160.26
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2 km
1
147
147.44
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Beyond 20 km /every additional Km
1
12
12
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2 km
1
147
147.44
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3 Km
1
165
165.84
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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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Beyond 10 Km upto 20 km /km
1
13
13.09
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Carraige of materials by Mechanical transport: Earth upto 1 km
1
160
160.93
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for every additional 50 mtrs
1
47
47.23
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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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2 km
1
393
393.17
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stone/Boulders for first 50 mtrs
1
236
236.08
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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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Dumping stone excluding cost of stones. In Horizontal on level
1
237
237.9
... More
3 Km
1
195
195.1
... More
Beyond 10 Km upto 20 km /km
1
13
13.09
... More
4 km
1
229
229.48
... More
below 40mm For First 50 Mtrs
1
200
200.67
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Dry stone pitching (any thickness) excluding cost of stones.On Slopes
1
693
693.95
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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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2 km
1
184
184.3
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