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 Date17 Apr 2025
Closing DateCancelled
Tender Amount₹ 2,81,00,000
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is Available Bid capacity = (A x N x M - B), where A is the maximum value of civil engineering constructions works executed in any one year, N is the number of years prescribed for completion of the work, M is a multiplying factor of 2.00, and B is the value of existing commencements and on-going works to be completed during the next ‘N’ years. Alternatively, it can also be found by applying a multiplying factor of 2 to the annual value of general construction work.
Technical Capacity
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The required prior work experience for the bidder includes:
- Project Manager: B.E Civil + 10 Years Exp or Diploma in Civil with 15 years experience
- Site Engineer: B.E Civil + 3 Years Exp or Diploma with 7 years experience The value and percentage of similar works completed are mentioned as follows:
- Three similar completed works each costing not less than 40% of the estimated cost, which is Rs. 112.00 Lacs.
- Two similar completed works each costing not less than 50% of the estimated cost, which is Rs. 141.00 Lacs.
- One similar completed work costing not less than 80% of the estimated cost, which is Rs. 225.00 Lacs.
Costs
EMD
₹ 5,62,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Flood Protection Work Including Removal Of Snow/ Snow Avalanche From Flood Channel At Holy Amarnathji Cave
Description
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Contact
Tender Id
2025_IFC_275840_1Tender No
e NIT 02 of 2025.26Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
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A) All kinds of soils
286
221
63208.86
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B) ordinary rock
154
463
71379
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Extra for every additional lift of 1.5m or part ther off
-
-
-
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All Kinds of soils ist lift
86
105
9107.4
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All Kinds of soils 2nd lift
57
210
12012.75
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All Kinds of soils 3rd lift
57
316
18018.84
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Ordinary Rock ist lift
46
189
8739.08
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2nd lift
31
379
11778.76
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3rd lift
31
569
17668.14
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Dumping of Quarry stone solling on levels
13
280
3649.36
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Providing and laying in position of cement concrete of specified grade 1:3:6 (1cement : 4 coarse sand : 8 crushed stone aggregate 40 mm nominal size ) excluding cost of centring & shuttering.
12
6139
73673.04
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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. Allworks upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
35
9190
321660.85
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walls any thickness
53
11086
587607.29
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
13
11589
150667.14
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Centering and shuttering including strutting, propping etc. and removal of form work
-
-
-
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Foundation,footings bases of columns
401
337
135493.89
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Walls any thickness icluding attached pilasters etc
137
742
101675.92
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Suspended floors,beams etc
89
847
75424.83
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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 Thermo Mechanically Treated bars of grade Fe-500D
9128
145
1326937.36
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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.
183
257
47160.93
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Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 in plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
-
-
-
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A) All kinds of soils
17
699
11893.54
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B) ordinary rock
7
1109
7766.85
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Hand packing of stones in to wire crates excluding supply
189
437
82774.44
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Collection of stones @0.85cum/lab/day
189
826
156114
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Supply of crates (GI)4mm Dia
8704
23
200192
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Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
70
8584
600936
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
2209
185
409239.34
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Providing and fixing of complete walls with water proof 12mm ply sheets(Inside) decorative type including all carriages complete job
97
2466
239202
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P/F of roofing withGI colour coated 0.50mm thick sheets including all carriages up to holy cave
883
150
132450
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10 P/F of Aluminium power coated doors and windows complete job including all carriages up to holy cave
127
500
63500
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50mm thick cement con.flooring in 1:2:4 mix finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
20
663
13266.8
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P/F of Sanitary items like water closet,bib cock pipe fittings (Internal/External) including dry trench complete job
20
350
7000
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: internal work exposed on wall 15mm nominal bore
18
425
7658.1
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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 19.6.1 15 mm dia. nominal bore
60
243
14620.2
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Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
4
688
2752.96
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Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 18.1.1 DELETED 18.1.2 White vitreous china Orissa pattern W.C. pan of size 580x440
1
6482
6482.03
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Engagement of transport faciltiy to the staff from District Head Quarter(Anantnag) to Chandanwari and return
2
27500
55000
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Engagement of pack ponies from chandanwari to Holy Cave
41
3960
162360
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Engagement of laboureres from Panjtarni to holy cave @4 no/month
8
880
7040
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Engagement of laboureres from Holy cave to Panjtarti @5 no/month
10
825
8250
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Providing accomodation with cot,quilt mattresses and pillow or sleeping bag with one blanket and pillow(per head/night) . Qty = 05 staff members for 2 months
300
715
214500
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Provision for booking of Choppers (SOS)
10
4950
49500
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providing board and lodging facility to the staff for two months @10no/day
600
550
330000
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Carriage of materials by mechanical transport
-
-
-
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Cememt (76 km) from Srinagar to Baltal
70
1078
75470.5
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Steel (76 km) from Srinagar to Baltal
9
1078
9703.35
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Wire crates from 76 km vide item no 4 @54kgs /crate
2
3228
6456.46
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Carriage of hydraulic excavator from Srinagar to Baltal Base Camp including its return for an average of 76km
2
50000
100000
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Carriage of materials by HL subject to actual
-
-
-
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Agg 40mm(60kg per pony) from with in 1km
242
300
72600
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Agg 20mm (60 kg/pony trip) from with in 1km
2080
300
624000
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Sand (60 kg/pony trip) from with in 1km
1308
300
392400
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Agg/Sand from with in 6km
2352
1800
4233600
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Cememt (0.05 MT/pony trip12 km from Baltal
1409
3500
4931500
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Steel (0.060 MT/pony trip12 km from Baltal
152
3500
532000
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Stones 100m
13
339
4409.86
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Stones from with in 2km ave. vide item =189.01cum @ 1602 kg/cum =1435600 kgs @60kg/pony
5047
600
3028200
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Crates from 12km =8.73MT @0.05Mt/Pony
34
3500
119000
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Extra Distance from Baltal to Holy cave through Narrow Tract for 12km by Crawling and Return including cost of fuel,M-Oil, Haltage and operators expenditure
1
500000
500000
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