Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Apr 2025
Closing Date29 Apr 2025
Tender AmountRefer Documents
Costs
EMD
₹ 50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance/repair/improvement Of Civil Structure/pipe Network And Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under Water Supply Schemes In Respect Of Jal Shakti Phe Sub-division Banihal District Ramban.
Description
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Contact
Tender Id
2025_IFC_276075_2Tender No
e-NIT No. 03 of 2025-26Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://IrrigationAndFloodControl
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Documents
BOQ Items
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d) G.I. Pipe 32mmØ
1
33
33.7
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Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan lift upto 1.5mtrs including getting out excavated earth.
a) All kind of Soil.
1
413
413.4
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e) G.I. Pipe 40mmØ
1
44
44.85
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e) Steel/Pipe
1
9
9.81
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b) Supply of Labour ( Mazdoor)
1
553
553
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12 mm cement plaster in 1:4 (1 cement : 4 coarse sand)
1
283
283.8
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Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site) a) Sand
1
200
200.74
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Pumping out water causedby springs , todal or river seepage , broken water main or drain or the like
1
167
167.8
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b) Stone Agg. below 20mm
1
13
13.09
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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) a) G.I. Pipe 15mmØ (L)
1
179
179.2
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b) Stone Agg. below 20mm
1
200
200.67
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c) HDPE Pipe 40mmØ
1
99
99.8
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Laying and Fitting of G.I. Pipe complete excluding cost of Pipes and earth work a) G.I. Pipe 15mmØ
1
22
22.25
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Dumping stones in horizontal on level including cost of Stone
1
973
973.9
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c) Stone Agg. above 40mm
1
216
216.94
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Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan lift upto 1.5mtrs including getting out excavated earth. b) Ordinary Rock.
1
924
924.8
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Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
1
89
89.75
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Dismantling of tiles work in floor and roofs laid in cement mortar including stacking materail within 50 meter lead . a) for thickness of tile 10mm to 25mm
1
57
57
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Clearing jungle including uprooting of rank vegetation , grass , brushwood, trees and sapling of grith upto 30cm measured at height of 1 M above ground level and removal of rubbish upto 01 distance of 50m outside the priphery the area cleared
1
12
12.49
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b) Ordinary Rock
1
493
493.5
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Dry Random Rubble masonry with hard stones in foundation and plinth. a) Using Nallah Stone without bond Stone
1
2793
2793.8
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Making connections of G.I Distribution branches with G.I main of following size by providing / fixing TEE , including cuttting and treading the pipe etc. (complete) a) 25mm to 40mm nominal bore
1
730
730.25
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d) stone
1
236
236.08
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e) Steel
1
36
36.63
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k) G.I. Pipe 100mmØ
1
118
118.45
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Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand
1
43
43.69
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f) G.I. Pipe 50mmØ
1
44
44.85
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HDPE Pipe
1
166
166.3
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Silt clreance from ( GSR) Filtration Plant of intial lead and lift (50m and 1.50 m respectively . a) Dry
1
111
111
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Carraige of materail from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand
1
200
200.67
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k) G.I. Pipe 100mmØ
1
1255
1255.15
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b) G.I. Pipe 20mmØ
1
22
22.25
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b) G.I. Pipe 20mmØ (L)
1
227
227.9
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b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1
628
628.95
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e) Cement
1
17
17.05
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b) Stone Agg. below 20mm
1
11
11.04
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Providing and fixing HDPE pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) a) HDPE Pipe 25mmØ
1
43
43.1
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Supply of Fitter / Mazdor/ Mason etc a) Supply of Fitter ( Second Class)
1
734
734
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e) Steel/Pipe
1
178
178.43
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i) G.I. Pipe 80mmØ (L)
1
878
878.25
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i) G.I. Pipe 80mmØ
1
80
80.3
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Providing flanged joints to double flanged C.I. , G.I pipes and including Rubber Gasket testing to joints. Complete Job a) 80mm Dia .
1
600
600
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Welding, including transportation of plant at site etc. complete. By electric plant
1
6
6.2
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f) G.I. Pipe 50mmØ (L)
1
532
532.8
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Locating / Tracing of blockages / leakages including excavating of pits
1
553
553
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HDPE Pipe
1
360
360.73
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a) 100mm Dia
1
750
750
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e) Steel/Pipe
1
11
11.63
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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 20.00 Km a) Sand
1
13
13.09
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d) HDPE Pipe 50mmØ
1
140
140.2
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e) Steel
1
249
249.61
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Providing & laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth .level in 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20mm nominal size .
1
7788
7788.4
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e) HDPE Pipe 63mmØ
1
37
37.8
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HDPE Pipe
1
578
578.45
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c) G.I. Pipe 25mmØ
1
33
33.7
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b) Above 40mm nominal bore.
1
121
121.65
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HDPE Pipe
1
642
642.33
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c) Stone Agg. above 40mm
1
47
47.23
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d) stone
1
51
51.4
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e) Steel/Pipe
1
13
13.92
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Disposal of surplus excavated silt ( complete Job) upto 1 km by Mechnical Transprt
1
128
128.75
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d) G.I. Pipe 32mmØ (L)
1
384
384
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g) G.I. Pipe 65mmØ
1
80
80.3
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b) Stone Agg. below 20mm
1
43
43.69
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b) For thickness of tiles above 25 upto 40mm
1
89
89.95
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Laying and Fitting of HDPE Pipe complete excluding cost of Pipes and earth work
a) HDPE Pipe 25mmØ
1
14
14.1
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c) G.I. Pipe 25mmØ (L)
1
311
311.95
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Dismantling of old plaster or skirting , raking out joints , and clearing the surface for plaster including disposal of ruubbish to the dumping ground within 50 meters lead.
1
38
38.9
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Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs.
1
180
180.55
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b) water Bound Macadam Road
1
156
156.3
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Welding, including transportation of plant at site etc. complete. By gas plant
1
12
12.9
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b) HDPE Pipe 32mmØ
1
63
63.9
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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km a) Sand
1
15
15.66
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a) 50mm to 80mm nominal bore
1
1387
1387.25
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e) HDPE Pipe 63mmØ
1
218
218.8
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Demolishing of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer.
a) 1:3:6 or rich mix (I/C equivalent design mix)
1
1725
1725.2
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Dismantling G.I. Pipe (External work) including excavation and refilling trenches after taking out the pipes manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of the Engineer in charge
a) 15mm to 40mm nominal bore.
1
109
109.65
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Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m and 1.50 m
1
331
331.15
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Centering and shuttering including strutting, propping etc and removal form for;
a) Foundation, footings, bases of columns etc for mass concrete.
1
286
286.35
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Steel Reinforcement for RCC works incl. straightening, cutting, bending, placing in position & binding all complete cold twisted bars.
1
123
123.2
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g) G.I. Pipe 65mmØ (L)
1
745
745.1
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e) Cement
1
116
116.22
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c) HDPE Pipe 40mmØ
1
23
23.8
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b) Stone Agg. below 20mm
1
15
15.66
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d) HDPE Pipe 50mmØ
1
29
29.2
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d) Cement
1
9
9.81
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f) G.I Pipe
1
21
21.5
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Dismantling of manully / Mechanically including Stacking of serviceable material and disposal of of un serviebale materail within 50 meter lead as per direction of Engineer Incharge a) Bituminous Road
1
305
305.95
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Providing & laying in position cement concrete of specified grade including curing but excluding excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size)
1
5733
5733.6
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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand
1
11
11.04
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HDPE Pipe
1
14
14.51
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d) Cement
1
11
11.63
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e) G.I. Pipe 40mmØ (L)
1
434
434.65
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d) Cement
1
178
178.43
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e)G.I pipe
1
146
146.51
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b) 1:4:8 or linear Mix (I/C equivalent design mix)
1
1064
1064.55
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Providing & laying in position cement concrete of specified grade including curing but excluding cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size)
1
5202
5202.9
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b) HDPE Pipe 32mmØ
1
16
16.9
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b) Stone Agg. below 20mm
1
200
200.74
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d) Cement
1
13
13.92
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a) Wet
1
184
184.95
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