Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Civil And Construction
Irrigation Work
Eprocure
Opening Date23 Mar 2023
Closing Date10 Apr 2023
Tender Amount₹ 11,00,000 
Notes
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Costs

Description

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BOQ Items

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Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively wet.

1

168

168.25

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Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively Dry.

1

100

100.95

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Random Rubber Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Full Rate

1

4400

4400.5

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Random Rubber Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 ( 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Labour Rate

1

4031

4031.62

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Dry Random Rubber Masonry with hard stone in foundation and plinth ( without bond stone) Full Rate

1

2355

2355.95

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Dry Random Rubber Masonry with hard stone in foundation and plinth ( without bond stone) Labour Rate

1

1987

1987.07

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Providing and laying in position cement concrate of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with. 1:3:6 ( 1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size).

1

4943

4943.4

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Providing and Laying cement concrete in retaining walls, Return Walls, Walls (any thickness) including attached pilasters, columns, pires, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copings, bed blocks, enchor blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with: 1:3:6 (1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size).

1

6608

6608.35

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Providing and laying in position cement concrate 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

4419

4419.85

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Providing and laying in-situ concrete lining using M-10 nominal mix concrete (maximum size of aggregrete 20 mm nominal size) in beds

1

4536

4536.05

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constructing Muthu bunds, comprising boulders and wood bushes in alternate layers including working in water situations.

1

1158

1158.15

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20 mm cement plaster of mix. 1:4 (1cement :4 sand)

1

357

357.7

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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 20 mm nominal size).

1

5877

5877.45

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Providing and laying in position cement concrete of specified grade of reinforced cement conc. Including curring but excluding cost of centring and shuttering finishing and reinforcement. All works up to plinth level. 1:2:4 (1 cement 2 coarse sand 4 graded stone agg. 20 mm nominal size.

1

6344

6344.25

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Centering and shuttering including strutting, propping etc. and removal of form for foundation footings , bases of columns etc. for mass concrete.

1

262

262.3

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Walls (any thicknes) including plasters, butteres, plinth & string courses etc

1

573

573.85

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Filling empty cement bags with sand / earth, including cost of sewing and sting , including cost of bags and earth/ sand.

1

7

7.1

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Hand packing stones in wire crates including supply of stone, but excluding cost of crates.

1

655

655.45

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Steel reinforcement for RCC work including straingtening, cutting, bending, placing in position and bending all complete up to plinth level mild steel and medium tensile bars.

1

78

78.55

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Providing of polythene sheets for plugging of seepages.

1

18

18

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Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:3:6 or richer mix

1

1569

1569.2

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Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:4:8 or leaner mix

1

968

968.3

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Demolishing stone rubble masonry manually/ by Mechanical means including stacking of serviceable material and disposal of unserviceable material within 50M lead as per direction of engineer Incharge, in cement Mortar

1

1583

1583.05

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Labour engaged for dismantaling of dry stone masonary including stacking of serviceable material and disposal of unserviceable material 01 Number labour for 2.83 Cubic Metre (complete job as directed by Engineer Incharge)

1

503

503

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Providing and laying HDEP pipes 110 mm dia

1

511

511.15

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Providing and laying HDEP pipes 125 mm dia

1

665

665.5

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Providing and laying HDEP pipes 140 mm dia

1

920

920.9

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Providing and laying HDEP pipes 160 mm dia

1

1188

1188

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Providing of CGI sheets 0.50 mm thick with zinc coating for crossing water through breaches portion.

1

830

830.25

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supply of carpenter for cutting and making proper shape and fitting for canals/khuls section of plywood sheets/ C.G.I sheets etc.

1

700

700

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Supply of labour for laying and fitting of G.I sheets and pipes etc

1

503

503

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Supply of plyboard sheets ) i) 40 mm thick

1

800

800

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Supply of plyboard sheets ) i) 19 mm thick

1

600

600

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Weed clearence from canal/khuls section including extraction of roots

1

12

12.25

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Providing and fixing 20mm thick wooden planks ( for construction of temporary channel of canal section) (Fir wood )

1

1271

1271.75

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Providing and fixing (150mm x 75mm x 75mm ) vertical post for supporting of temporary channel canal section (Second class kail wood)

1

9206

9206.35

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Providing/laying and fitting of flume pipe of 1000mm dia. Including carriage

1

8200

8200

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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 a) welded

1

92

92.85

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Dumping stones excluding cost of stones (in Horizontal on level)

1

216

216.4

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Supply of stones

1

318

318

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Supply of crates.

1

6000

6000

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Carriage of material from nearest Crusher 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

179

179.37

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b) Stone Agg. below 20mm

1

179

179.37

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Stone Agg. 20 mm and above upto 40 mm

1

194

194.96

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d) Earth

1

224

224.21

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h) Stone

1

211

211.02

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Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 5.00 Km upto 10.00 Km/km a) Sand

1

12

12.97

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b) Stone Agg. below 20mm

1

12

12.97

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Stone Agg. 20 mm and above upto 40 mm

1

14

14.1

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d) Earth

1

16

16.21

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h) Stone

1

15

15.26

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Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km upto 20.00 Km/km a) Sand

1

10

10.56

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b) Stone Agg. below 20mm

1

10

10.56

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Stone Agg. 20 mm and above upto 40 mm

1

11

11.48

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d) Earth

1

13

13.2

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h) Stone

1

12

12.42

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Carriage of material 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

8

8.64

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b) Stone Agg. below 20mm

1

8

8.64

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Stone Agg. 20 mm and above upto 40 mm

1

9

9.39

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d) Earth

1

10

10.8

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h) Stone

1

10

10.17

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Carriage of material from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand

1

182

182.52

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b) Stone Agg. below 20mm

1

182

182.52

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Stone Agg. 20 mm and above upto 40 mm

1

197

197.32

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d) stone

1

214

214.73

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d) Earth

1

182

182.52

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Carriage of material by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand

1

39

39.74

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b) Stone Agg. below 20mm

1

39

39.74

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Stone Agg. 20 mm and above upto 40 mm

1

42

42.96

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d) stone

1

46

46.75

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d) Earth

1

39

39.74



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