Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil Works Others
Eprocure
Opening Date25 Jan 2025
Closing Date17 Feb 2025
Tender Amount₹ 18,28,25,000
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is as follows: 1. Average Annual Turnover: The Average Annual financial turnover from Civil Engineering Works during the last 3 years should be at least 30% of the Advertised Cost.
Formula: Average Annual Turnover ≥ 0.3 * Advertised Cost 2. Financial Resource Criteria: The Bidder must demonstrate access to, or availability of, financial resources such as liquid assets, unencumbered real assets, lines of credit, and other financial means, other than any contractual advance payments to meet:
(i) The cash-flow requirement: INR 6.00 Cr.
(ii) The overall cash flow requirements for this contract and its current commitments and for future contract commitments.
Formula for cumulative financial resources requirement: Bid Capacity Required = Cumulative Financial Resources Requirement for Current Contract Commitments + Financial Resources Requirement for Subject Contract
= Σ (Outstanding Contract Value / Remaining Contract period) + 6.00 Crore 3. Another formula for bid capacity is:
Assessed Available bid capacity = (A*N*2.5-B)
Where:
A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the current financial year at the rate of 8% per year)
N = 1.5 (Number of years prescribed for completion of the works for which bids are invited)
B = Value, at the current price level, of existing commitments and on-going works to be completed concurrently with the works specified up to the period of “N” above 4. Another formula for bid capacity is: Bid Capacity = (M + B) / N Where: M = Maximum value of civil engineering works executed in any one year during the last five years (updated to the current financial year at the rate of 8% per year) B = Value, at the current price level, of existing commitments and on-going works to be completed concurrently with the works specified up to the period of “N” N = 1.5 (Number of years prescribed for completion of the works for which bids are invited) Partners of a Joint Venture (JV) should jointly possess the bid capacity.
Technical Capacity
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The required prior work experience for the bidder includes having successfully completed or substantially completed similar works in the same name and style with which the bidder is applying for this bid. The experience should be either as a Prime contractor or as a Partner in a Joint Venture during the last seven years. The bidder should have completed similar works with the following values:
- Three similar completed works each costing not less than 7.32 Crore.
- Two similar completed works each costing not less than 9.15 Crore.
- One similar completed work costing not less than 14.63 Crore. The similar work should be in the areas of: + Major Flood protection/Bank Protection /River Training works on Rivers/Nallahs. + Headworks and Lining on Irrigation Canals. + Regulatory Gates/Barrages/Weirs on Rivers and nallahs. + Water Supply Schemes including Impounding Reservoirs, Filtration Plants, Service Reservoirs, Overhead tanks. + Sewage Treatment Plants including its network. + Effluent Treatment plants & its network. + Dewatering Stations and allied network. Substantial completion shall mean work completed at least 80% (Value wise) or more. The value of work executed shall be brought to current costing level by enhancing the actual value of work at eight percent rate per annum, calculated from the date of completion to the date of Bid opening. For joint ventures, the value of contracts completed by its members shall not be aggregated to determine whether the requirement of the minimum value of a single contract has been met. Instead, each contract performed by each member shall satisfy the minimum value of a single contract as required for a single entity. The proportion of the work value of each bidder for getting evaluated is also considered. Average Annual financial turnover from Civil Engineering Works during the last 3 years, ending 31st March of the previous financial year, should be at least 30% of the Advertised Cost. The bidder must meet the requirement for one contract of 25% value or 50% value.
Costs
EMD
₹ 36,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
1. Construction Of Crate Work On River Jhelum At Rd 179.306 Km, 179.551 Km, 181.291 Km, 190.320 Km And 191.151 Km. 2. Construction Of Rcc Walls At Rd 181.441
Description
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Contact
Tender Id
2025_IFC_271131_1Tender No
eNIT No 21/Hyd/Uri of 2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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Documents
1. Construction of Crate Work on River JHELUM AT RD 179.306 Km, 179.551 Km, 181.291 Km, 190.320 Km and 191.151 Km. 2. Construction of RCC walls at RD 181.441 Km, 181.716 Km and 209.16 Km. 3. Additional Spots of Crate work on River Jhelum at RD 180.700 Km
BOQ Items
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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 :
-
-
-
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All kinds of soil
2885.81
89
259001.45
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Ordinary Rock
3809.81
161
613379.41
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Dumping stone excluding cost of stones in Horizontal on level
-
-
-
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Dry Stone Solling
3774.39
237
897926.43
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Collection of stones from excavated material / Nallah
3774.39
221
834894.18
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Hand-picking stones in wire-crates; excluding cost of crates and stones
30737.59
371
11408255.04
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Supply of Stones for crate work
30737.59
980
30122834.28
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Filling available excavated material in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositelayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
19082.24
218
4167560.12
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Supply of Crate of 100X100mm Mesh Size with 4mm Diameter with Binding Wire
1452005.33
20
29040106.66
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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 : 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size
(100mm THICK M20 COPING OVER Crates)
-
-
-
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Coping M20 Grade Cement Concrete
1056.46
7275
7685981.51
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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 in Concrete of (1:4:8).
-
-
-
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100 thk PCC Below Raft
267.89
5202
1393804.88
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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
-
-
-
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Open Timbering Trenched, Depth not exceeding 1.5m
934.5
127
118774.95
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Extra rates for quantities of works executed in or under water and/ or liquid mud, including pumping out water as
required.
-
-
-
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All Kinds of Soil
1442.9
37
54051.03
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Ordinary Rock
1904.9
78
149648.94
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
-
-
-
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Concrete Upto 1.5m From Raft bottom
1800.47
8021
14441569.87
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Concrete Above 1.5m From Raft bottom
928.27
9412
8736923.65
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Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.
1910.12
941
1797422.92
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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For Foundations
747.6
286
214075.26
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For Walls
5482.4
628
3448155.48
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For Edges of Slabs
9917.36
262
2600331.79
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete(Complete Raft and Foundation) Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
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Reinforcement : Raft & Wall
217128.58
123
26750241.06
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Providing 600mm thick Media of nallah stones behind the wall and above the original ground level including hand collection from excavated material / Nallah) : Size 30mm to 60mm
-
-
-
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600 thk Filter media From Nallah Stones
747.6
459
343223.16
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Providing and fixing in position 12 mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints and all sorts of carriage.
-
-
-
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Bitumen Inpreganated Fiber Board for Expansion Joint
140.32
657
92211.29
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Carriage of Material from source upto road/dumping site of work by mechanical trasnport including loading, unloading and stacking etc complete
-
-
-
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Stones For an Avg Lead of (1 KM) : 25%
7684.39
151
1163953.95
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Stones For an Avg Lead of (3 KM) : 25%
7684.39
195
1499223.71
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Stones For an Avg Lead of (5 KM): 25%
7684.39
236
1814744.6
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Stones For an Avg Lead of (7 KM): 25%
7684.39
273
2097991.07
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Crates for an Avg Lead of ( 16 KM Baramulla)
116.65
953
111235.42
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Crates for an Avg Lead of ( 18KM Baramulla)
51.33
1023
52530.6
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Crates for an Avg Lead of ( 30 KM Baramulla)
116.31
1387
161377.08
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Steel For an Avg Lead of 12 KM
147.43
271
39996.29
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Steel For an Avg Lead of 50 KM
69.7
658
45906.51
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Cement from nearest market (05KM)
350.4
178
62521.87
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Cement from nearest market (10KM)
247.1
248
61288.21
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Cement from nearest market (12KM)
741.1
271
201053.02
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Cement from nearest market (20KM)
175.48
364
63934.09
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Sand from Jetty Baramulla (16Km)
192.95
357
68995.06
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Sand from Jetty Baramulla (18Km)
918.78
383
352591.01
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Sand from Jetty Baramulla (35Km)
197.42
575
113620.81
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Sand from Jetty Baramulla (55Km)
394.2
796
313917.23
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Aggregate from Kunzer (60 Km)
385.88
851
328592.26
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Aggregate from Kunzer (62 Km)
1837.57
873
1605337.9
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Aggregate from Kunzer (70 Km)
394.83
961
379804.69
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Aggregate from Kunzer (110 Km)
788.4
1403
1106550.94
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Carriage of Material from road/dumping siteto actual site of work by manual labours/ponies including loading, unloading and safe stacking etc.
-
-
-
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Stones For an Avg Lead of (100 Meter)
30737.59
287
8836441.22
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Crates For an Avg Lead of (100 Meter)
101.95
168
17137.28
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Crates For an Avg Lead of (250 Meter)
22.64
232
5262.86
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Crates For an Avg Lead of (300 Meter)
66.03
254
16773.04
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Crates For an Avg Lead of (500 Meter)
93.68
340
31851.12
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Cement For an Avg Lead of (100 Meter)
1241.4
133
165565.52
... More
Cement For an Avg Lead of (250 Meter)
37.67
184
6947.84
... More
Cement For an Avg Lead of (300 Meter)
97.2
201
19582.88
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Cement For an Avg Lead of (500 Meter)
137.81
269
37163.22
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Steel For an Avg Lead of (100 Meter)
217.13
168
36480.01
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Sand For an Avg Lead of (100 Meter)
1396.58
244
341268.29
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Sand For an Avg Lead of (250 Meter)
42.38
375
15911.1
... More
Sand For an Avg Lead of (300 Meter)
109.35
419
45830.77
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Sand For an Avg Lead of (500 Meter)
155.04
593
92072.19
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Aggregate For an Avg Lead of (100 Meter)
2793.15
244
682534.13
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Aggregate For an Avg Lead of (250 Meter)
84.76
375
31822.2
... More
Aggregate For an Avg Lead of (300 Meter)
218.7
419
91661.54
... More
Aggregate For an Avg Lead of (500 Meter)
310.07
593
184144.37
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