Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date11 Apr 2025
Closing Date19 Apr 2025
Tender Amount₹ 52,708.15
Costs
EMD
₹ 5,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Stage Contract For Urgent Improvement Repair /restoration Of Works For Kastigarh Canal For The Year 2025-26.
Description
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Contact
Tender Id
2025_IFC_275582_9Tender No
e-NIT No 01 of 2025-26 dated 11.04.2025 64-80 dated 11.04.2025Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
Stage contract for urgent Improvement Repair /Restoration of works for Kastigarh canal for the year 2025-26.
BOQ Items
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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.
1
24
24.12
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Lettering with black Japan Paint if approved brand and manufacture per letter (Guage writing).
1
5
5
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Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
6
6.35
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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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1
5733
5733.6
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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)
1
5202
5202.9
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Centering and shuttering including strutting, propping etc. and removal of form work for suspended floors, roofs, lendings, balconies and shelves.
1
718
718.2
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Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
1
346
346.7
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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)
1
7104
7104.35
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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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1
123
123.2
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Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)Nallah stone
1
5402
5402.9
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Dry random rubble masonry with hard stone in foundation and plinth:.2 Without bond stone Using nallah stone
1
2793
2793.8
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate.
1
510
510.25
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Supply of B. A wire create of size 4 x 4 of 4 mm dia wire
1
19
19
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Supply of HDEP pipe 160 mm including cost and all sort of carraige
1
880
880
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P/F of Gi union 63/50 mm Nominal bore of approved quality.
1
492
492.3
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Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)
1
1725
1725.2
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Demolishing stone rubble masonry manually/by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1740
1740.45
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Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone
1
335
335.6
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Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations.
1
1622
1622.25
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Dry stone pitching (any thickness) excluding cost of stones. 1 On Horizontal
1
535
535.55
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Dry stone pitching (any thickness) excluding cost of stones On Slopes
1
693
693.95
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Hand-packing stones in wire-crates; excluding cost of crates and stones
1
371
371.15
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Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates
1
81
81.4
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Dumping stone excluding cost of stones.in Horizontal on level
1
237
237.9
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Dumping stone excluding cost of stones. on Slopes (Behind pitching)
1
261
261.45
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand.
1
7
7.8
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Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m.
1
4
4.95
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Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry
1
111
111
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Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet
1
184
184.95
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Shingle clearance from canals.
1
148
148
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Weed clearance From canals(including extraction of roots)
1
13
13.45
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Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
1
154
154.15
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Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
1
331
331.15
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Slip clearance In soils; mixed with Decomposed Rocks; by blasting or any other means
1
411
411.4
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Carriage of cement by H/L for 1st 50 mtr
1
116
116.22
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Next 50 Mtr
1
17
17.05
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Carriage of sand and Bajri Ist 50 Mtrs by H/L
1
200
200.67
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Next 50 Mtrs
1
43
43.69
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Carriage of stone Ist 50 Mtrs by H/L
1
236
236.08
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Next 50 Mtrs
1
51
51.4
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Carriage of steel Ist 50 Mtrs by H/L
1
249
249.61
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Carriage of steel for every next 50 Mtrs by H/L
1
36
36.63
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Carriage of stone by M/T for 1st 1 km
1
151
151.47
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Carriage of stone by M/T for every next 1 km
1
15
15.4
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Carriage of sand and bajri by M/T for 1st 1 km
1
128
128.75
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Carriage of sand and bajri by M/T for every next 1 km
1
13
13.09
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Carriage of cement by M/T for 1st 1 km
1
114
114.44
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Carriage of cement by M/T for every next 1 km
1
11
11.63
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Mason fitter first class
1
806
806
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Labour fitter second class
1
734
734
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Supply of stone
1
700
700
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Earthwork in excavation by mechanical hydraulic excavator means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) All kinds of soil.
1
256
256.85
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Cost of crates
1
5500
5500
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Providing and laying of PVC pipes 150mm dia.
1
550
550
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Providing and laying of PVC pipes 200mm dia.
1
840
840
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M.S. socket 150mm dia
1
205
205
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Clearing Jungle including uprooting of rank vegetation, grass, bruss wood, trees and saplings of girth upto 30 cm mesaured at the height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
12
12.49
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Steel reinforcement for R.C.C work ready to use "cut and bend" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete above plinth level. Thermo-mechanically treated bars of grades FE500D or more.
1
116
116.25
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M.S. socket 200mm dia
1
265
265
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Carriage of crates for first 1 Km by MT
1
343
343.32
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Carriage of crates for every next 1 Km by MT
1
29
29.43
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Carriage of crates for first 50 m by HL
1
146
146.51
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Carriage of crates for every next 50 m by HL
1
21
21.5
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labour for stone shiseling, Removal of trees, boulders from canal of khuls and its surrounding
1
625
625
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Laying and fitting of HDEP pipes 160 mm A) Cost of pipe 160 mm to be paid as per stock rate.
1
75
75
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Laying and fitting of HDEP pipes 160 mm B) Cost of HDEP Collors 160mm to be paid as per stock rate.
1
50
50
Evaluation Notes How It Works ?
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