Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Apr 2025
Closing Soon3 May 2025
Tender Amount₹ 90,000
Costs
EMD
₹ 1,800Document Cost
₹ 500Tender Fee
Refer Documents
Summary
(stage Contract) Annual Maintenance/repair Of Various Flood Structures Viz. Crates, Rbm Bunds, Pcc Walls, Channelization, And Other Repairs To Government Assets And Allied Works Of Flood Control Sub Division Poonch, Including Emergent Works During Th
Description
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Contact
Tender Id
2025_IFC_276373_1Tender No
NIt 02 of 2025-26Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Earth work in bulk excavation by mechanical means (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.
2.7.1 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
741.06
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Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated
Earth in layers not exceeding 20 cm in depth.
1
4
4.4
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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 :
2.10.1 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 1.5 m.
1
218
218.4
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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 follwoinf meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Sizw 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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Supply of boulders excluding carriage and head load.
1
700
700
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand.
1
7
7.8
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Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m.s
1
4
4.95
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Loading sand / earth filled bags in boats; lead upto 50m.
1
4
4.95
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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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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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Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Idle charge)
1
1000
1000
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Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Running charges)
1
1450
1450
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Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (idle charges)
1
2200
2200
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Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (running charges)
1
3500
3500
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Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
1
4826
4826.5
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Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1
5733
5733.6
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Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
6591
6591.25
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Hire charges of Tractors including fuel, driver etc complete job Idle charges
1
1500
1500
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 30cm girth upto and including 60cm girth.
1
379
379.05
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Beyond 60cm girth upto and including 120cm girth
1
1683
1683
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Providing and Laying PVC Polythene of special quality(LMR)
1
45
45
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Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone
1
478
478.55
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Dry stone pitching, 225mm thick, including cost of stones and preparation of surface.
Nallah stone
1
335
335.6
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
1
1725
1725.2
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1:4:8 or leaner mix (i/c equivalent design mix)
1
1064
1064.55
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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
1
2516
2516.85
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Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1740
1740.45
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1458
1458.45
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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. 150 mm dia. R.C.C. pipe-(6”)
1
545
545.9
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250 mm dia. R.C.C. pipe-(9”)
1
746
746.2
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300 mm dia. R.C.C. pipe-(12”)
1
837
837.55
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450 mm dia. R.C.C. pipe-(18”)
1
1148
1148.6
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600 mm dia. R.C.C. pipe-(24”)
1
1751
1751.8
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900 mm dia. R.C.C. pipe-(36”)
1
2902
2902.25
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1000 mm dia. R.C.C. pipe-(40”)
1
3591
3591.7
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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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On Top copings of banks
1
673
673.8
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on Slopes (Behind pitching)
1
261
261.45
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Grouting of stone pitching using M-10 nominal mix concrete (max. Size of aggregates; 20mm nominal) @ 3.65 cum per 100Sqm on horizontal/side slopes; complete including curing.
1
199
199.3
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Supply of Stone boulder (quarry) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%)
1
1175
1175
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Supply of Stone for masonry work (quarry) incl. royalty and/or other taxes, (Stack measurements reduced by 15%)
1
2400
2400
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and
1
7
7.8
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Placing in Water
1
18
18.5
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Dismantling old protection work including cutting of crates and stacking of stones.
1
398
398.35
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Tipping stone-filled wire crates in position; including equipment charges.
1
312
312.2
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SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
1
154
154.15
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In soils; mixed with moorum / Kankar / shingle / boulders ; disposal lead upto 50 m and lift upto 1.5 m.
1
331
331.15
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In soils; mixed with Decomposed Rocks; by blasting or any other means
1
411
411.4
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Surface dressing of the ground including removing vegetation and in-equalities, not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
1
2412
2412
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Providing & laying PVC (type – B) pipes with all the required accessories and carriages, complete job --- 150mm dia(LMR)
1
800
800
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200mm dia(LMR)
1
1000
1000
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250mm dia(LMR)
1
1200
1200
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Carriage of material from Source to site of work, including loading, unloading and stacking etc. complete by Mechanical Transport i) Cement & steel, G.I/C.I pipe avg. lead upto 01 Kms
1
114
114.44
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Cement & steel, G.I/C.I pipe avg. lead upto 02 Kms
1
131
131.06
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Cement & steel, G.I/C.I pipe avg. lead upto 03 Kms
1
147
147.41
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Cement & steel, G.I/C.I pipe avg. lead upto 04 Kms
1
163
163.19
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Cement & steel, G.I/C.I pipe avg. lead upto 05 Kms
1
178
178.43
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Cement & steel, G.I/C.I pipe avg. lead beyond 5 Kms upto 10 Kms (per Km)
1
13
13.92
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Cement & steel, G.I/C.I pipe avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
11
11.63
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Cement & steel, G.I/C.I pipe avg. lead beyond 20 Kms per additional Km
1
9
9.81
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Sand & Agg. 20 mm avg. lead of upto 01 Kms
1
128
128.75
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Sand & Agg. 20 mm avg. lead upto 02 Kms
1
147
147.44
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Sand & Agg. 20 mm avg. lead upto 03 Kms
1
165
165.84
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Sand & Agg. 20 mm avg. lead upto 04 Kms
1
183
183.58
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Sand & Agg. 20 mm avg. lead upto 05 Kms
1
200
200.74
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Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km)
1
15
15.66
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Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
13
13.09
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Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
11
11.04
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Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km
1
139
139.94
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40 mm Agg. avg. lead of upto 01 Km
1
160
160.26
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40 mm Agg. avg. lead upto 2 Kms
1
180
180.26
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40 mm Agg. avg. lead upto 4 Kms
1
199
199.55
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40 mm Agg. avg. lead upto 5 Kms
1
218
218.19
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40 mm Agg. avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
17
17.03
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40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
14
14.23
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40 mm Agg. avg. lead beyond 20 Kms per additional Km
1
12
12
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Stone soling avg. lead of upto 1 Km
1
151
151.47
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Stone soling avg. lead upto 2 Kms
1
173
173.46
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Stone soling avg. lead upto 3 Kms
1
195
195.1
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Stone soling avg. lead upto 4 Kms
1
215
215.98
... More
Stone soling avg. lead upto 5 Kms
1
236
236.16
... More
Stone soling avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
18
18.43
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Stone soling avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
15
15.4
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Stone soling avg. lead beyond 20 Kms per additional Km
1
12
12.98
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Earth avg. lead of upto 1 Km
1
160
160.93
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Earth avg. lead of upto 02 Km
1
184
184.3
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Earth avg. lead of upto 03 Km
1
207
207.3
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Earth avg. lead of upto 04 Km
1
229
229.48
... More
Earth avg. lead of upto 05 Km
1
250
250.92
... More
Earth avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
19
19.58
... More
Earth avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
16
16.36
... More
Earth avg. lead beyond 20 Kms per additional Km
1
13
13.8
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Bricks avg. lead of upto 1 Km
1
343
343.32
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Bricks avg. lead of upto 02 Km
1
393
393.17
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Bricks avg. lead of upto 03 Km
1
442
442.23
... More
Bricks avg. lead of upto 04 Km
1
489
489.56
... More
Bricks avg. lead of upto 05 Km
1
535
535.3
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Bricks avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
41
41.77
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Bricks avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
34
34.9
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Bricks avg. lead beyond 20 Kms per additional Km
1
29
29.43
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Carriage of material by manual from road site to actual site of work, including loading, unloading and stacking etc. complete by manual labour Cement for an avg. lead upto 50 mtr.
1
116
116.22
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Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
17
17.05
... More
Steel for an average lead upto 50 Mtr
1
249
249.61
... More
Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs
1
36
36.63
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Soling for an avg. lead upto 50 mtr.
1
236
236.08
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Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
51
51.4
... More
Sand & 20mm Agg for an average lead upto 50Mtr
1
200
200.67
... More
Sand & 20mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
43
43.69
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40mm Agg for an average lead upto 50Mtr
1
216
216.94
... More
40mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
47
47.23
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Earth for an average lead upto 50Mtr
1
200
200.67
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Earth for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
43
43.69
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Bricks for an average lead upto 50Mtr
1
374
374.58
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