Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 90,000 
Notes
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Costs

Description

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BOQ Items

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil

1

187

187.3

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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

1

741

741.06

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Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.

1

4

4.4

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Deduct for not watering the excavated earth for banking.

1

33

33.45

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Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

1

467

467.3

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Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : 2.10.1 All kinds of soil

1

89

89.75

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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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Hand-packing stones in wire-crates; excluding cost of crates and stones

1

371

371.15

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Providing BA WIRE crates made from 4.00mm wire (Wires as per IS280) Machine woven both ends bent with the follwoinf meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Sizw 6mx1.5m x1.5m with lids

1

5500

5500

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Dumping stone excluding cost of stones. In Horizontal on level.

1

237

237.9

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Supply of boulders excluding carriage and head load.

1

700

700

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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.s

1

4

4.95

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Loading sand / earth filled bags in boats; lead upto 50m.

1

4

4.95

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Extraction / collection and stacking of boulders within nallah pheriphery excluding all carriages

1

700

700

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Dry stone pitching (any thickness) excluding cost of stones. 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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Opening out old wire crates those and re-binding after filling.

1

35

35.6

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Random Rubble masonry with hard stone in foundation and plinth including leveling 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: Cement mortar 1:6 (1 Cement : 6 coarse sand)nallah

1

5402

5402.9

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Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Idle charge)

1

1000

1000

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Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Running charges)

1

1450

1450

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Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (idle charges)

1

2200

2200

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Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (running charges)

1

3500

3500

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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

1

4826

4826.5

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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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1

6591

6591.25

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Hire charges of Tractors including fuel, driver etc complete job Idle charges

1

1500

1500

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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth upto and including 60cm girth.

1

379

379.05

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Beyond 60cm girth upto and including 120cm girth

1

1683

1683

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Providing and Laying PVC Polythene of special quality(LMR)

1

45

45

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Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone

1

478

478.55

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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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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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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete. 150 mm dia. R.C.C. pipe-(6”)

1

545

545.9

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250 mm dia. R.C.C. pipe-(9”)

1

746

746.2

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300 mm dia. R.C.C. pipe-(12”)

1

837

837.55

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450 mm dia. R.C.C. pipe-(18”)

1

1148

1148.6

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600 mm dia. R.C.C. pipe-(24”)

1

1751

1751.8

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900 mm dia. R.C.C. pipe-(36”)

1

2902

2902.25

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1000 mm dia. R.C.C. pipe-(40”)

1

3591

3591.7

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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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On Top copings of banks

1

673

673.8

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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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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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Placing in Water

1

18

18.5

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Dismantling old protection work including cutting of crates and stacking of stones.

1

398

398.35

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Tipping stone-filled wire crates in position; including equipment charges.

1

312

312.2

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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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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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Carriage of material from Source to site of work, including loading, unloading and stacking etc. complete by Mechanical Transport i) Cement & steel, G.I/C.I pipe avg. lead upto 01 Kms

1

114

114.44

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Cement & steel, G.I/C.I pipe avg. lead upto 02 Kms

1

131

131.06

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Cement & steel, G.I/C.I pipe avg. lead upto 03 Kms

1

147

147.41

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Cement & steel, G.I/C.I pipe avg. lead upto 04 Kms

1

163

163.19

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Cement & steel, G.I/C.I pipe avg. lead upto 05 Kms

1

178

178.43

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Cement & steel, G.I/C.I pipe avg. lead beyond 5 Kms upto 10 Kms (per Km)

1

13

13.92

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Cement & steel, G.I/C.I pipe avg. lead beyond 10 Kms upto 20 Kms (per Km)

1

11

11.63

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Cement & steel, G.I/C.I pipe avg. lead beyond 20 Kms per additional Km

1

9

9.81

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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 10 Kms upto 20 Kms (per Km)

1

11

11.04

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Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km

1

139

139.94

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40 mm Agg. avg. lead of upto 01 Km

1

160

160.26

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40 mm Agg. avg. lead upto 2 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

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Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs

1

36

36.63

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Soling for an avg. lead upto 50 mtr.

1

236

236.08

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Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs.

1

51

51.4

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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

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40mm Agg for an average lead upto 50Mtr

1

216

216.94

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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



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