Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Eprocure
Opening Date22 Oct 2024
Closing DateCancelled
Tender Amount₹ 1,91,18,000
Costs
EMD
₹ 3,82,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Improvements To Karz Nallah Near Confluence Points Of River Jhelum
Description
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Contact
Tender Id
2024_IFC_261624_1Tender No
e NIT 13 of 2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil(Two Lifts)
998.44
179
179220.34
Dumping stone excluding cost of stones.in Horizontal on level (Nallah)
387.62
237
92214.08
Supply of stones Nallah excluding cost of stones
387.62
700
271331.9
Centering and shuttering including strutting, propping etc. and removal of form work for;Foundations, footings, bases for columns, rafts for mass concerete
120.23
286
34427.86
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls ( any thickness) including attached plasters, buttresses , plinth and string courses etc.
4148.1
628
2608947.5
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
93.61
5202
487043.47
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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
129.64
7788
1009688.18
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
300.26
9395
2821152.88
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
821.14
5733
4708088.3
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)
9.9
6591
65253.38
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)
16.44
7104
116795.51
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 upto1.5 m in -All kinds of soil.
132.47
24
3195.18
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
20043.18
123
2469319.78
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-Charge. 12 mm dia and 150 mm length
232
149
34672.4
P/F 100mm perforated PVC pipes at specified intervels horizentally and vertically as weep holes.
94
110
10340
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.
2752.41
218
601126.34
Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.50 m
80.97
89
7222.75
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)
31.23
1725
53878
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like
197.33
167
33112.65
Carriage Of Material
Stone soling 20 km by MT and 50 mts by HL
203.2
718
145976.85
Stone soling 20 km by MT and 100 mts by H/L
38.87
769
29921.74
Stone soling 20 km by MT and 200 mts by H/L
145.54
872
126996.75
Stone Aggrigate (40.mm) 24 kms by MT and 50 M by H/L
17.78
710
12634.11
Stone Aggrigate (20.mm) 24 kms by MT and 50 M by H/L
129.6
654
84858.19
Stone Aggrigate (40.mm) 24 kms by MT and 100 M by H/L
41.15
757
31183.88
Stone Aggrigate (20.mm) 24 kms by MT and 200 M by H/L
571.09
785
448785.37
Stone Aggrigate (40.mm) 24 kms by MT and 200 M by H/L
25.35
852
21605.05
Stone Aggrigate (20.mm) 24 kms by MT and 100 M by H/L
448.96
698
313580.6
Sand 1 Km by MT and 50 M by H/L
70
329
23059.4
Sand 1 Km by MT and 100 M by H/L
245.06
373
91434.34
Sand 1 Km by MT and 200 M by H/L
298.23
460
137331.93
Cement 1 Km by MT and 50 M by H/L
54.82
230
12644.78
Cement 1 Km by MT and 100 M by H/L
117.52
252
29698.48
Cement 1 Km by MT and 200 M by H/L
200.59
281
56528.27
Steel 1 Km by MT and 50 M by H/L
7.55
364
2748.58
Steel 1 Km by MT and 200 M by H/L
12.49
473
5919.51
Evaluation Notes How It Works ?
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