Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Oct 2024
Closing Date26 Oct 2024
Tender Amount₹ 24,01,000
Costs
EMD
₹ 48,020Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_259100_1Bid Award Id
ViewTender No
E-NIT No. 14 of 2024-25 of FSCNarbalTender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
Supply of Stone boulder (nallah) nominal size 225 mm
21.42
1015
21741.3
Dumping stone excluding cost of stones in Horizontal on level
21.42
237
5095.82
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
12.6
5202
65556.54
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
37.8
7104
268544.43
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)
175
6591
1153468.75
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
2268
123
279417.6
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
56
286
16035.6
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
350
628
220132.5
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m.
88.2
243
21498.75
Depth exceeding 1.5 m but not exceeding 3 m
133.7
255
34120.24
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.
170.17
218
37165.13
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
21.58
218
4713.07
Carriage of Material from available Sources to road site of work by Mechanical Transport including loading, unloading and stacking.
13.1)Stone soling from Athwajan for Avg. Lead of 12 Kms
21.42
359
7692.14
Stone Aggregate 40mm nominal size from Athwajan for Avg. lead of 12 Kms.
11.21
331
3720.81
Stone Aggregate 20mm nominal from Athwajan size for Avg. lead of 12 Kms.
189.39
305
57806.23
Sand from Pampore for Avg. lead of 20 Kms
101.43
409
41580.21
Cement from open Market for an avg lead of 01kms
70.23
114
8037.12
Steel from open Market for an avg lead of 01kms
2.26
114
258.63
Carriage of Material from Road site to actual site of work by Manual Labour, including loading, unloading and stacking, from Avg. lead of 100m.
14.1)Stone soling
21.42
287
6157.82
Stone Aggregate 40mm
11.21
264
2962.4
Stone Aggregate 20mm
189.39
244
46279.83
sand
101.43
244
24785.44
cement
70.23
133
9359.55
steel
2.26
286
646.9
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