Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Eprocure
Opening Date15 May 2025
Closing Date5 Jun 2025
Tender Amount₹ 13,61,22,000
Costs
EMD
₹ 27,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IFC_277171_1Tender No
e-NIT No 02 of 2025-2026Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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Extra for every additional lift of 1.5m or part thereof in all kinds of soil - Ist lift
8901.2
89
798882.7000000001
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2nd lift
5502.08
89
493811.68
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3rd lift
1098
89
98545.5
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) Depth exceeding 3 m but not exceeding 4.50 m
1960
281
551348
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Dumping of stone excluding cost of stones.
in Horizontal on level ( Stone soling)
3041.49
237
723570.471
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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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
98
5202
509884.19999999995
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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)
196
7788
1526526.4
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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)
261.26
7104
1856082.4810000001
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
1965.2
286
562735.02
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bar
18945.2
115
2185328.82
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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)
1179.56
7677
9055894.966
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Dry random rubble masonry with hard stone in foundation and plinth: With bond stone
875.5
5536
4847249.525
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Extra for random rubble masonry with hard stone in: Square or rectangular pillars
1027.53
769
790530.2055
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Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on
horizontal/side slopes; complete including curing
1868.16
199
372324.28800000006
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Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
1086.48
297
322684.56
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6mm thick Ply for expansion (as per LMR)
1216.34
40
48653.6
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PVC pipes 3" in dia for weepholes (as per LMR)
1542.91
50
77145.5
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Provision of Rapidite Use as per direction of Engineer-in-charge (as per LMR)
900
80
72000
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Hand-packing stones in wire-crates; excluding cost of crates and stones
26957.61
371
10005316.9515
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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
21980.55
218
4800552.12
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Earthwork in rough excavation, banking excavated earth (S&B) in layers not exceeding 20cm in depth, breaking clods, without watering and without rolling each layer with half tone roller or wooden rammer and dressing up in embankments for flood banks etc lead upto 50m and lift upto 1.50m in all kinds of soil.
3347.3
429
1437497.985
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Dry stone pitching (any thickness) excluding cost of stones. (i) On top
1409.11
673
949458.3179999999
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Dry stone pitching (any thickness) excluding cost of stones. (ii) On slopes
1710.47
693
1186980.6565
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Supply of Stone boulder (nallah) nominal size 225 mm
23098.07
700
16168649
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Supply of Stone boulder (Quarry) nominal size 225 mm
7129.04
1175
8376622
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Carriage of materials from different sources to site by mechanical Transport including loading, unloading and stacking.(subject to Actual on site) Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 06 km
6.37
577
3675.9359000000004
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 08 km
36.65
660
24211.356499999998
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 9 km
20.88
702
14665.694399999998
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 10 km
22.11
744
16453.156499999997
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 11 km
11.72
779
9130.466
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 12 km
92.37
813
75184.56150000001
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 13 km
43.13
848
36610.9005
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 14 km
25.97
883
22950.9875
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Carriage of wire crates (mesh 4"x4" and weight =54kg) by Mech. Transport by an avg. distance of 15 km
17.11
918
15718.101499999999
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Carriage of nallah/quarry stones by mechanical transport by an avg. lead of 11km
6489
343
2228517.27
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 12km
2285.75
358
820195.6725
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 13km
5274.83
374
1973999.6309
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 14km
5223.28
389
2035146.5864
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 15 km
216.41
405
87652.54229999999
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 16 km
2498.37
420
1050389.6991
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 02km
4180.62
173
725170.3452
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Carriage of nallah /quarry stones by mechanical transport by an avg. lead of 03km
1255.33
195
244914.88299999997
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40mm C-agg from Kakapora avg. 03 km
88.2
180
15898.931999999999
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20mm C - agg crushed from Kakapora avg. 03 km
472.91
165
78427.3944
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Sand from Kakapora avg. 03 km
1432.63
165
237587.35920000004
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Cement from Kakapora avg 03 km
194.93
147
28734.6313
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Steel from Kakapora avg 03 km
18.95
147
2793.4195
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Carriage of all materials from road site to site of work by manual labour including loading, unloading and stacking.(subject to Actual on site)
Carriage of nallah stones from different pockets of nallah by a head load of 50m
1841.51
236
434743.68080000003
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Carriage of nallah stones from different pockets of nallah by a head load of 2430m
583.1
2703
1576294.2300000002
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Carriage of nallah stones from different pockets of nallah by a head load of 150m
2584.66
338
875889.5808
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Carriage of nallah stones from different pockets of nallah by a head load of 470m
1634.33
698
1141873.6844
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Carriage of nallah stones from different pockets of nallah by a head load of 450m
967.69
647
626366.3832
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Carriage of nallah stones from different pockets of nallah by a head load of 400m
466.75
595
278126.99
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Carriage of nallah stones from different pockets of nallah by a head load of 350m
586.05
544
319092.50399999996
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Carriage of nallah stones from different pockets of nallah by a head load of 300m
469.2
493
231353.136
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Carriage of nallah stones from different pockets of nallah by a head load of 100m
8116.34
287
2333285.4232
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Carriage of nallah stones from different pockets of nallah by a head load of 250m
1515.91
441
669547.1288000001
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Carriage of Nallah stones by an avg. head load of 200m from road site to actual site
6346.44
390
2476888.6032
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Carriage of quarry stones from different pockets of nallah by a head load of 1480 m
463.23
1726
799859.241
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Carriage of materials by an avg. head load of 80m from road site to actual site Stones/soling
2185.21
287
628204.1708000001
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40mm C-agg
37.8
264
9985.626
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20mm C - agg crushed
194.7
244
47576.892
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