Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date28 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 1,20,000
Costs
EMD
₹ 2,400Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Stage Contract For Annual Repairs And Maintenance Of Various Irrigation Schemes Of Isd Surnkote
Description
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Contact
Tender Id
2025_IFC_274947_4Tender No
E-NIT 22 of 2024-25 Dated 27-03-2025Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Ordinary Rock
1
392
392.8
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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.
1
218
218.4
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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)
1
89
89.75
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Ordinary Rock
1
161
161
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Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
1
189
189.2
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Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1
167
167.8
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Providing and laying in position cement concrete of specified grade including curing, but excluding the cost of centering and shuttering. All work up to 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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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
6591
6591.25
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
1
5202
5202.9
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, 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)
1
7788
7788.4
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
7104
7104.35
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Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
1
286
286.35
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1
628
628.95
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Suspended floors, roofs, landings, balconies and access platforms. / Shelves (cast-in-situ)
1
718
718.2
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Lintel, beams, plinth beams, girders, and cantilevers
1
577
577.55
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Columns, pillars, piers, abutments, posts and struts.
1
742
742.55
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Edges of slabs and breaks in floors and walls (Under 20 cm wide)
1
262
262.2
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Edges of slabs and breaks in floors and walls (Above 20 cm wide)
1
1145
1145.1
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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 or more.
1
123
123.2
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Mild steel and medium tensile steel bars
1
115
115.35
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :
Cement mortar 1:4 ( 1 cement : 4 coarse sand)
1
7877
7877.4
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Cement mortar 1:6 ( 1 cement : 6 coarse sand)
1
7571
7571.55
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Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
1
1455
1455.65
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RANDOM RUBBLE MASONRY:-Random Rubble masonry with hard stone in foundation and plinth including levelling 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: a. Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry
1
7677
7677.35
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Nallah
1
5402
5402.9
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Dry random rubble masonry with hard stone in foundation and plinth: a) With bond stone. Wih bond stone : quarry
1
5536
5536.55
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Nallah
1
3262
3262.1
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without bond stone Nallah
1
2793
2793.8
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Providing and fixing of sign board displaying salient features as per standard design/ size(1mx0.80m) with angle iron posts embedded in cement concrete block to be approved by Engineer in Charge including painting , lettering and cost of concrete block (complete job)
1
1500
1500
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Capturing and printing HD photographs (of size 4”x6”) on good quality standard photo paper
1
50
50
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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Riveted and bolted
1
142
142.9
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Welded
1
138
138.2
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. Complete. 25mm thick with 12.5 mm nominal size stone aggregate
1
409
409.25
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40mm thick with 20 mm nominal size stone aggregate.
1
510
510.25
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50 mm thick with 20mm nominal size stone aggregate.
1
562
562.15
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0.50 mm thick with zinc coating not less than 275 gram/m2
1
852
852.5
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0.50 mm thick with zinc coating not less than 275 gram/m2
1
690
690.85
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CEMENT PLASTER; (IN FINE SAND)
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
1
283
283.8
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1 : 6 ( 1 cement : 6 fine sand)
1
266
266.2
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
1
1725
1725.2
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1:4:8 or leaner mix (i/c equivalent design mix)
1
1064
1064.55
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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
1
2516
2516.85
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Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1740
1740.45
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1458
1458.45
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Dismantling old protection work including cutting of crates and stacking of stones
1
398
398.35
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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. On Horizontal
1
535
535.55
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On Top copings of banks
1
673
673.8
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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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Dumping stone excluding cost of stones. in Horizontal on level
1
237
237.9
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on Slopes (Behind pitching)
1
261
261.45
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Grouting of stone pitching using M-10 nominal mix concrete (max. Size of aggregates; 20mm nominal) @ 3.65 cum per 100Sqm on horizontal/side slopes; complete including curing.
1
199
199.3
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Opening out old wire crates those and re-binding after filling.
1
35
35.6
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Supply of Stone boulder (nallah) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%)
1
700
700
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Supply of Stone boulder (quarry) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%)
1
1175
1175
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Supply of Stone for masonry work (quarry) incl. royalty and/or other taxes, (Stack measurements reduced by 15%)
1
2400
2400
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and
1
7
7.8
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Unloading sand/earth filled bags from boats placing in dry
1
9
9.25
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Placing in Water
1
18
18.5
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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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Wet
1
184
184.95
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Shingle clearance from canals
1
148
148
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Weed clearance From lakes(using boats)
1
21
21.15
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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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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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In soils; mixed with Decomposed Rocks; by blasting or any other means
1
411
411.4
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Supply of crusher dust for filling of bags incl. Carriage, royalty and/or other taxes, loading, unloading, stacking, etc. Complete job,
1
1000
1000
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and
1
7
7.8
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Providing of LDPE (Black polythene) to stop/ stop the leakages of canals / khuls/ minors
1
200
200
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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 upto 1.5 m in -All kinds of soil.
1
2412
2412
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Providing & laying PVC (type – B) pipes with all the required accessories and carriages, complete job --- 150mm dia(LMR)
1
800
800
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200mm dia (LMR)
1
1000
1000
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250mm dia(LMR)
1
1200
1200
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Sand & Agg. 20 mm avg. lead of upto 01 Kms
1
128
128.75
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Sand & Agg. 20 mm avg. lead upto 02 Kms
1
147
147.44
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Sand & Agg. 20 mm avg. lead upto 03 Kms
1
165
165.84
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Sand & Agg. 20 mm avg. lead upto 04 Kms
1
183
183.58
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Sand & Agg. 20 mm avg. lead upto 05 Kms
1
200
200.74
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Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km)
1
15
15.66
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Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
13
13.09
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Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km
1
11
11.04
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40 mm Agg. avg. lead of upto 01 Km
1
139
139.94
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40 mm Agg. avg. lead upto 2 Kms
1
160
160.26
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40 mm Agg. avg. lead upto 3 Kms
1
180
180.26
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40 mm Agg. avg. lead upto 4 Kms
1
199
199.55
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40 mm Agg. avg. lead upto 5 Kms
1
218
218.19
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40 mm Agg. avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
17
17.03
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40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
14
14.23
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40 mm Agg. avg. lead beyond 20 Kms per additional Km
1
12
12
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Stone soling avg. lead of upto 1 Km
1
151
151.47
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Stone soling avg. lead upto 2 Kms
1
173
173.46
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Stone soling avg. lead upto 3 Kms
1
195
195.1
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Stone soling avg. lead upto 4 Kms
1
215
215.98
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Stone soling avg. lead upto 5 Kms
1
236
236.16
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Stone soling avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
18
18.43
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Stone soling avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
15
15.4
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Stone soling avg. lead beyond 20 Kms per additional Km
1
12
12.98
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Earth avg. lead of upto 1 Km
1
160
160.93
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Earth avg. lead of upto 02 Km
1
184
184.3
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Earth avg. lead of upto 03 Km
1
207
207.3
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Earth avg. lead of upto 04 Km
1
229
229.48
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Earth avg. lead of upto 05 Km
1
250
250.92
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Earth avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
19
19.58
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Earth avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
16
16.36
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Earth avg. lead beyond 20 Kms per additional Km
1
13
13.8
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Bricks avg. lead of upto 1 Km
1
343
343.32
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Bricks avg. lead of upto 02 Km
1
393
393.17
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Bricks avg. lead of upto 03 Km
1
442
442.23
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Bricks avg. lead of upto 04 Km
1
489
489.56
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Bricks avg. lead of upto 05 Km
1
535
535.3
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Bricks avg. lead beyond 05 Kms upto 10 Kms (per Km)
1
41
41.77
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Bricks avg. lead beyond 10 Kms upto 20 Kms (per Km)
1
34
34.9
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Bricks avg. lead beyond 20 Kms per additional Km
1
29
29.43
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Carriage of material by manual from road site to actual site of work, including loading, unloading and stacking etc. complete by manual labour Cement for an avg. lead upto 50 mtr.
1
116
116.22
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Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
17
17.05
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Steel for an average lead upto 50 Mtr
1
249
249.61
... More
Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs
1
36
36.63
... More
Soling for an avg. lead upto 50 mtr.
1
236
236.08
... More
Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
51
51.4
... More
Sand & 20mm Agg for an average lead upto 50Mtr
1
200
200.67
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Sand & 20mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
43
43.69
... More
40mm Agg for an average lead upto 50Mtr
1
216
216.94
... More
40mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
47
47.23
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Earth for an average lead upto 50Mtr
1
200
200.67
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Earth for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
43
43.69
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Bricks for an average lead upto 50Mtr
1
374
374.58
... More
Bricks for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.
1
81
81.56
... More
Pumping out water caused by springs, tidal or river seepage, broken water mains or
drains and the like
1
167
167.8
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