Soil Survey And Soil Conservation Department Tender

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Soil Survey And Soil Conservation Department Tender

Works

Eprocure

Kottayam, Kerala

Opening Date10 Feb 2020

Closing Date19 Feb 2020

Tender Amount₹ 1,24,96,654

Email

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Costs

EMD
₹ 50,000
Document Cost
₹ 5,000
Tender Fee
Refer Documents

Summary

Valachira Padasekharam Flood Control And Drainage Management Scheme

Description

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Contact

Tender Id
2020_DSSC_341979_1
Bid Award Id
View
Tender No
R(3)429-A/18
Tender Authority
Soil Survey And Soil Conservation Department View
Purchaser Address
-
Website
http://etenders.kerala.gov.in

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Documents

Tender Notice-1141.8 kBTendernotice_1.pdf

NIT

BOQ-1311.3 kBBOQ_478233.xls

BOQ

Document-52.2 MBtechnicalspecifica...technicalspecificationanddrawing.pdf.pdf

Technical specification and drawing

Document-41.5 MBconsentletterandsu...consentletterandsubsidyorder.pdf.pdf

consent letter and subsidy order

Document-3584.1 kBbiddoccument.pdf.p...biddoccument.pdf.pdf

tender document

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BOQ Items

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Quantity-

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7.1.1 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity357.75

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Amount -

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Quantity662.5

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Amount -

Valachira Padasekharam Retaining Wall 2m height ,920 Rm

Quantity-

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Amount -

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

Quantity552

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2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

Quantity552

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60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at sit

Quantity1673.25

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Amount -

7.1.1 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity258.75

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Amount -

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Quantity460

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Amount -

Valachira Padasekharam- Ramp with slab(Type-A)

Quantity-

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Amount -

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Quantity7.041

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Amount -

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

Quantity3.301

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Amount -

60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at sit

Quantity14.267

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Amount -

7.1.1 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity6.3

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Amount -

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity1.309

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Amount -

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Quantity6.474

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Amount -

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

Quantity4.5

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Amount -

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Quantity1.5

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Amount -

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Quantity193.2

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Amount -

Valachira Padasekharam Ramp with Slab(Type-B)

Quantity-

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2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Quantity6.721

Rate-

Amount -

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

Quantity4.2

Rate-

Amount -

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

Quantity4.2

Rate-

Amount -

60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at sit

Quantity15.166

Rate-

Amount -

7.1.1 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity10.2

Rate-

Amount -

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity1.309

Rate-

Amount -

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Quantity7.274

Rate-

Amount -

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

Quantity7.5

Rate-

Amount -

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Quantity2.1

Rate-

Amount -

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Quantity271.55

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Amount -

Valachira Padasekharam PVC Pipe

Quantity-

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od3904/2018_2019 Laying of PVC pipe in retaining wall at convenient depth for easy drainage of water

Quantity75

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Amount -

Valachira Padasekharam Concrete Pipe

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19.6.9 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:800 mm dia R.C.C. pipe

Quantity5

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Amount -

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