Soil Survey And Soil Conservation Department Tender

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Soil Survey And Soil Conservation Department Tender

Works

Healthcare and Medicine

Eprocure

Thrissur, Kerala

Opening Date7 Nov 2019

Closing Date19 Nov 2019

Tender Amount₹ 4,38,96,061

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Costs

EMD
₹ 1,00,000
Document Cost
₹ 8,925
Tender Fee
Refer Documents

Description

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Tender Id
2019_DSSC_318104_1
Bid Award Id
View
Tender No
DSC(3)1168/2019-02
Tender Authority
Soil Survey And Soil Conservation Department View
Purchaser Address
-
Website
http://etenders.kerala.gov.in

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Documents

Tender Notice-1141.2 kBTendernotice_1.pdf

Notice Inviting Tender

BOQ-1412.2 kBBOQ_438761.xls

BILL OF QUANTITIES

Document-110.2 MBBiddocument.pdf

BID DOCUMENTS

Report Missing Document

BOQ Items

DO_NOT_SHOW

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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)

Quantity250

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Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity135

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Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity1450.68

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Amount -

CONSTRUCTION OF HAND RAIL AT KAMBOLA CHIRA. 10o33'22.4''N & 76o 15'4.3"E.

Quantity-

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Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity0.768

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Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity0.741

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

Quantity132.928

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Amount -

od1387/2019_2020 GI Pipe 50mm dia

Quantity112.5

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Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity22.848

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Amount -

CONSTRUCTION OF CEMENT CONCRETE FIELD CHANNEL TYPE 2 NEAR TO SANKARAM KULAM - IN NETTISSERY PADASEKHARAM. (150 M LENGTH). 10o32'36.8''N & 76o 15'24.7"E.

Quantity-

Rate-

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

Quantity203.25

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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)

Quantity65.25

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Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity36

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity292.89

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Amount -

CONSTRUCTION OF CEMENT CONCRETE FIELD CHANNEL TYPE -III NEAR TO SANKARAM KULAM-IN NETTISSERY PADASEKHARAM. (300M LENGTH). 10o32'36.8''N & 76o 15'24.7"E.

Quantity-

Rate-

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

Quantity463.5

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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)

Quantity159

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Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity81

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Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity780.52

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Amount -

PROVIDING WOODEN SHUTTERS FOR EXISTING SLUICES. AT OORANCHERY CHIRA.-IN NETTISSERY PADASEKHARAM.10o33'18.7''N & 76o 15'18.2"E.

Quantity-

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity97.3

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Amount -

CEMENT CONCRETE SLUICE AT MANKUZHYCHIRA - IN NETTISSERY PADASEKHARAM. & RETAINING WALL (3.0 M HEIGHT)275 M LONG ON BOTH U/S AND D/S SIDES OF SLUICE (300 M LENGTH). 10.551820 N & 76.252065 E

Quantity-

Rate-

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

Quantity1019.65

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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

Quantity1095.12

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 site

Quantity1045.12

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Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity8.939

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Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity20.392

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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)

Quantity5.639

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Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity62.233

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Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity99.672

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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

Quantity151.55

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

Quantity1642.251

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity112.32

Rate-

Amount -

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity62.765

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity4.7

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity13.52

Rate-

Amount -

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

Quantity5.88

Rate-

Amount -

RETAINING WALL 1 M HEIGHT AT KARACHAL BOTH SIDES (350 M LENGTH) - IN NETTISSERY PADASEKARAM. 10.543806 N&76.257794 E

Quantity-

Rate-

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

Quantity245

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 site

Quantity297.5

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity17.5

Rate-

Amount -

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

Quantity70.1

Rate-

Amount -

FIELD CHANNEL FROM KARACHAL - IN NETTISSERY PADASEKHARAM (300M LENGTH).10.5500010 N & 76.250077 E

Quantity-

Rate-

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

Quantity553.5

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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)

Quantity181.5

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity114

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity960.64

Rate-

Amount -

TRACTOR SLAB AT KARACHAL - IN NETTISSERY PADASEKHARAM.10.549813 N &76.252351 E

Quantity-

Rate-

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

Quantity4.41

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

Quantity4.788

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

Quantity4.788

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity8.391

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity1.197

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity5.96

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

Quantity534.768

Rate-

Amount -

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

Quantity17.2

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity12.9

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 site

Quantity2.1

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity26.48

Rate-

Amount -

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

Quantity4.46

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)

Quantity1.56

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL 1.5 M HEIGHT AT KARACHAL IN NETTISSERY PADASEKHARAM (2*50 M LENGTH). 10.549813 N & 76.252357 E

Quantity-

Rate-

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

Quantity114

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

Quantity42.75

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 site

Quantity132.75

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity4.5

Rate-

Amount -

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

Quantity20.09

Rate-

Amount -

CONSTRUCTION OF CEMENT CONCRETE TRACTOR SLAB - AT MUTTIYARA CHIRA. NETTISSERY PADASEKHARAM.10.550468 N & 76.246017 E

Quantity-

Rate-

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 soilcharges etc complete

Quantity2.1

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

Quantity3.15

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity4.88

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity0.788

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity1.575

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

Quantity111.06

Rate-

Amount -

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

Quantity4.725

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 site

Quantity1.103

Rate-

Amount -

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

Quantity2.86

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)

Quantity0.473

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity17.76

Rate-

Amount -

CONSTRUCTION OF CEMENT CONCRETE FIELD CHANNEL 1.0 M HT TYPE III ATMUKKATTUKKARA PADASEKHARAM (500 M). Between 10o32'40.7''N, 76o14'56.3''E & 10o32'47.9''N, 76o15'8.4''E

Quantity-

Rate-

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 soilcharges etc complete

Quantity937.5

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)

Quantity290

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity135

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity2001.7

Rate-

Amount -

CONSTRUCTION OF RAMP AT KEECHERIPALAM. AT MUKKATTUKARA PADASEKHARAM(8.40M X 4.20M) SIZE. 10o32'40.7''N & 76o 14'56.3"E.

Quantity-

Rate-

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 soilcharges etc complete

Quantity39.229

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

Quantity9.702

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

Quantity30.503

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 site

Quantity27.831

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)

Quantity3.817

Rate-

Amount -

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

Quantity2.111

Rate-

Amount -

CEMENT CONCRETE SLUICE (AT CHIRADOM CHIRA). MUKKATTUKARA PADASEKHARAM WITH RTN WALL 10M LONG AND 2m HT.10o32'35.1''N, 76o14'51.4''E

Quantity-

Rate-

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 soilcharges etc complete

Quantity87.064

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

Quantity49.714

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)

Quantity3.152

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity23.753

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity6.498

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity80.1

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity5.938

Rate-

Amount -

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity45.763

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 site

Quantity70.6

Rate-

Amount -

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

Quantity9.36

Rate-

Amount -

CONSTRUCTION OF RAMP AT CHIRADAMCHIRA -AT MUKKATTUKKARA PADASEKHARAM4.75M X 4.2M SIZE. 10o32'28.5'' N & 76o 14'42.5" E.

Quantity-

Rate-

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 soilcharges etc complete

Quantity8.547

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

Quantity0.126

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

Quantity6.468

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 site

Quantity15.782

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)

Quantity2.414

Rate-

Amount -

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

Quantity1.802

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - II. 1.50 M HEIGHT (AT THAMPURATTI CHIRA).-IN MUKKATTUKARA PADASEKHARAM(115M LENGTH).10o32'27.0''N & 76o 14'42.2"E.

Quantity-

Rate-

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

Quantity131.101

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

Quantity49.163

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 site

Quantity152.663

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity5.175

Rate-

Amount -

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

Quantity23.09

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - IV. 1.75 M HEIGHT. CHIRADOM THODU-IN MUKKATTUKARA PADASEKHARAM(100M LENGTH).10.543094 N &76.247624 E

Quantity-

Rate-

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

Quantity151.12

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

Quantity78.37

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 site

Quantity173.125

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity4.5

Rate-

Amount -

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

Quantity20.09

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - IV. 1.75 M HEIGHT. FROM PULLOONDI CHIRA TO VELLAYI CHIRA. AT MUKKATTUKARA PADASEKHARAM(100 M LENGTH). 10o33'16.4''N & 76o 14'57.6"E.

Quantity-

Rate-

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

Quantity152.37

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

Quantity78.375

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 site

Quantity173.125

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity4.5

Rate-

Amount -

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

Quantity20.09

Rate-

Amount -

WOODEN SHUTTER FOR EXISTING SLUICES AT MANNODICHIRA-IN MUKKATTUKARA PADASEKHARAM 10.54397 N & 76.24135 E

Quantity-

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity65.25

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - III. 2.00 M HEIGHT. KEECHERIPALAM TO MAHIPALAM.-IN MUKKATTUKARA PADASEKHARAM(550 M LENGTH). 10o32'47.8'' N & 76o 15'8.2"E.

Quantity-

Rate-

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

Quantity1056

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

Quantity664.125

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 site

Quantity1193.5

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity24.75

Rate-

Amount -

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

Quantity110.09

Rate-

Amount -

VILLADAM/ KUTTUMUKKU PADASEKHARAM.

Quantity-

Rate-

Amount -

DRY RUBBLE CHECKDAM 3.5M WIDTH ( 1.5M HEIGHT)IN VILLADAM/ KUTTUMUKKU PADASEKHARAM.10o33'05.9'' N & 76o13'53.2"E.

Quantity-

Rate-

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

Quantity9.8

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 site

Quantity9.264

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)

Quantity2.357

Rate-

Amount -

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

Quantity5.921

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL 1.50 M HT KARIMPULY CHIRA IN VILLADAM/ KUTTUMUKKU PADASEKHARAM(25M).10o32'42.5" N & 76o14'20.2" E.

Quantity-

Rate-

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

Quantity28.501

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

Quantity10.688

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 site

Quantity33.188

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity1.125

Rate-

Amount -

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

Quantity5.09

Rate-

Amount -

CONSTRUCTION OF CONCRETE SLUICE WITH D.R WING WALL NEAR THE PLOT OF APPUKUTTAN VENGISSERY (1.5M HEIGHT) AT CHEROOTTA CHAL. VILLADAM/ KUTTUMUKKU PADASEKHARAM. WITH RTN WALL 290M LONG.10.54642 N & 76.23344 E

Quantity-

Rate-

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

Quantity352.942

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

Quantity0.552

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

Quantity137.449

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 site

Quantity384.975

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity33.543

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity3.606

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)

Quantity2.457

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity0.622

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

Quantity38.882

Rate-

Amount -

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

Quantity49.614

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity3.9

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity33.235

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity48.84

Rate-

Amount -

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

Quantity4.3

Rate-

Amount -

RETAINING WALL 1.50M HT IN SC COLONY THURUTH IN VILLADAM/ KUTTUMUKKU PADASEKHARAM(230 M LONG).10.541902 N & 76.233456 E

Quantity-

Rate-

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

Quantity262.2

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

Quantity98.325

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 site

Quantity305.325

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity10.35

Rate-

Amount -

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

Quantity46.09

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL 2.00 M HT KARIMPULY CHIRA VILLADAM/ KUTTUMUKKU PADASEKHARAM(30M LENGTH).10o32'42.5'N & 76o14'20.2"E.

Quantity-

Rate-

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

Quantity40.725

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

Quantity36.225

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 site

Quantity65.1

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity1.35

Rate-

Amount -

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

Quantity6.09

Rate-

Amount -

NELLANKKARA PADASEKHARAM.

Quantity-

Rate-

Amount -

CEMENT CONCRETE SLUICE (AT NALLENKARA GREEN VALLEY, NEAR TO MUTTATH THIMOTHY'S PLOT).-IN NELLANKARA PADASEKHARAM. RETAINING WALL 10 M LONG BOTH STREAM SIDES(1.50m ht). 10.537647 N& 76.236311 E

Quantity-

Rate-

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

Quantity54.3

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

Quantity17.1

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 site

Quantity53.1

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)

Quantity1.863

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity6.757

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity2.461

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity12.05

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity2.3

Rate-

Amount -

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

Quantity3.45

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity0.575

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

Quantity31.02

Rate-

Amount -

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity18.43

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity33.688

Rate-

Amount -

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

Quantity13.715

Rate-

Amount -

CEMENT CONCRETE SLUICE CUM TRACTOR SLAB (AT NALLENKARA ALVAZHY NEAR TO MANOHARAN KOLEDATH'S PLOT).-IN NELLANKARA PADASEKHARAM. & CONSTRUCTION OF RETAINING WALL TYPE - II. 1.50 M HEIGHT. (40 M LENGTH). 10.535849 N & 76.238844 E

Quantity-

Rate-

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

Quantity56.797

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

Quantity0.532

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

Quantity17.252

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)

Quantity2.537

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity10.435

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity3.979

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity23.94

Rate-

Amount -

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

Quantity11.7

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity2.92

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity3.806

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 site

Quantity53.1

Rate-

Amount -

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

Quantity12.05

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

Quantity282.306

Rate-

Amount -

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity38.32

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity25.838

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - IV. 1.75 M HEIGHT. FROM KEECHIERIPALAM.-IN NELLANKARA PADASEKHARAM(150 M LENGTH).10o32'40.7'N & 76o14'56.3"E.

Quantity-

Rate-

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

Quantity228.55

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

Quantity119.43

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 site

Quantity259.688

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity6.75

Rate-

Amount -

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

Quantity30.09

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - III. 2.00 M HEIGHT. AT MANNODICHIRA.-IN NELLANKKARA PADASEKHARAM(200M LENGTH). 10o32'5.2'N & 76o14'29.8"E.

Quantity-

Rate-

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

Quantity384

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

Quantity241.5

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 site

Quantity434

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity9

Rate-

Amount -

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

Quantity40.09

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - II . 1.50 M HEIGHT. NEAR TO LUVIS PALAM. NALLENKKARA PADASEKHARAM(60 M LENGTH) 10o32'15.3'N & 76o14'32.8"E.

Quantity-

Rate-

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

Quantity68.4

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

Quantity25.65

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 site

Quantity79.65

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity2.7

Rate-

Amount -

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

Quantity12.09

Rate-

Amount -

CEMENT CONCRETE SLUICE (AT CHAZHIPALAM, C C GARDEN, NEAR TO OORATH BHASY'S PLOT ). (3 NOS)- & RETAINING WALL (1.50 M HEIGHT ) 10 M LONG FOR BOTH U/S AND D/S SIDES. 4 NOS * 10.00 M IN NELLANKKARA PADASEKHARAM. At Chazhippalam: 10o32'5.2'N & 76o14'29.8"E., At C C Garden: 10o32'31.7'N & 76o15'21.7"E., Nearto Bhasy's plot:10.538139N, 76.238033.

Quantity-

Rate-

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

Quantity212.92

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

Quantity2.16

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

Quantity94.745

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity23.1

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)

Quantity10.8

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity74.495

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity1.602

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity183.72

Rate-

Amount -

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

Quantity47.56

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity1.14

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

Quantity127.752

Rate-

Amount -

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity178.85

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 site

Quantity159.3

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity22.32

Rate-

Amount -

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

Quantity14.17

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity14.1

Rate-

Amount -

KOTTEPPADAM PADASEKHARAM

Quantity-

Rate-

Amount -

PAMBOOR THAMARAKULAM THODU .TRACTOR SLAB. KOTTEPPADAM PADASEKHARAM.Rtn wall 350m long 2m ht and Rtn wall160m long 1.5m ht 10.560333 N & 76.2085549

Quantity-

Rate-

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

Quantity692.367

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

Quantity11.16

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

Quantity509.881

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 site

Quantity976.76

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity36.558

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity0.9

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)

Quantity1.68

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity9.995

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

Quantity713.51

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity29.78

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity7.35

Rate-

Amount -

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

Quantity57.3

Rate-

Amount -

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

Quantity16.8

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity13.6

Rate-

Amount -

PAREKKULAM PADASEKHARAM

Quantity-

Rate-

Amount -

RETAINING WALL 1.5M HT AT PAREKKULAM CHIRA. PARAKKULAM PADASEKHARAM(15 M LENGTH).10o32'55.5'N & 76o12'26.0"E.

Quantity-

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

Quantity6.413

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 site

Quantity19.913

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity0.675

Rate-

Amount -

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

Quantity3.09

Rate-

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

Quantity17.101

Rate-

Amount -

RETAINING WALL (1.75 M HEIGHT ) Koodapadam Pamboor thodu PARAKULAM PADASEKHARAM(1200M LENGTH). 10o33'06.0'N & 76o12'18.2"E.

Quantity-

Rate-

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

Quantity1813.5

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

Quantity940.5

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 site

Quantity2077.5

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity54

Rate-

Amount -

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

Quantity240.09

Rate-

Amount -

VADAKKEPADAM PADASEKHARAM

Quantity-

Rate-

Amount -

DRYRUBBLE CHECK DAM ( 4.5M THODU WIDTH )(3NOS) AT ATTACHAL THODU VADAKKEPPADAM PADASEKHARAM 1 AT 10o33'26.2'N & 76o 12'43.9"E; 2 AT 10o33'17.3'N & 76o12'38.7"E; 3 AT 2 AT 10o33'15.3'N & 76o12'37.8"E;

Quantity-

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

Quantity8.658

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

Quantity8.658

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 site

Quantity10.435

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)

Quantity2.469

Rate-

Amount -

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

Quantity4.188

Rate-

Amount -

KOODAPPADAM PADASEKHARAM.

Quantity-

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - III.HEIGHT 2.00M KUDAPPADAM -PAMBOOR THODU SIDE PROTECTION.2 SIDES 85.00 M X 2 =170. KOODAPPADAM PADASEKHARAM 10o33'33.5'N & 76o12'31.9"E

Quantity-

Rate-

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

Quantity326.4

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

Quantity205.275

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 site

Quantity368.9

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity7.65

Rate-

Amount -

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

Quantity34.09

Rate-

Amount -

PAMBOOR THAMARAKULAM THODU RENOVATION. KOODAP PADASEKHARAM APRON PITCHING VELUTHATHU CHIRA. KOODAPPADAM PADASEKHARAM.10o33'33.5'N & 76o12'31.9"E

Quantity-

Rate-

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

Quantity15

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 site

Quantity15

Rate-

Amount -

RAMP AT VELUTHATHU CHIRA (2 NOS) KOODAPPADAM PADASEKHARAM 10o33'33.5'N & 76o12'31.9"E

Quantity-

Rate-

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

Quantity20.54

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

Quantity0.48

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 site

Quantity20.639

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)

Quantity3.6

Rate-

Amount -

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

Quantity2.68

Rate-

Amount -

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Quantity4.8

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE -II. HEIGHT 1.50M KUDAPPADAM -PAMBOOR THODU. KOODAPPADAM PADASEKHARAM(282 M LENGTH).10o33'33.5'N & 76o12'31.9"E

Quantity-

Rate-

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

Quantity321.48

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

Quantity120.555

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 site

Quantity374.355

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity12.69

Rate-

Amount -

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

Quantity56.49

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - III. HEIGHT 2.00M. KUDAPPADAM -PAMBOOR THODU. KOODAPPADAM PADASEKHARAM(120 M LENGTHON LEFTSIDE AND 20M LENGTH ON RIGHT SIDE IN D/S OF VELUTHATHU CHIRA ). 10o33'33.5'N & 76o12'31.9"E

Quantity-

Rate-

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

Quantity268.8

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

Quantity169.05

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 site

Quantity303.8

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity6.3

Rate-

Amount -

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

Quantity28.09

Rate-

Amount -

MULLAKKARA (PUNCHAPADAM) PADASEKHARAM

Quantity-

Rate-

Amount -

CEMENT CONCRETE SLUICE (AT THOTTUCHAL THODU BOSCO NAGAR AT SY NO 85/5/P). MULLAKKARA (PUNCHAPADAM) PADASEKHARAM. & RETAINING WALL (1.50 M HEIGHT ) 10 M LONG FOR BOTH U/S AND D/S SIDES. 4 NOS * 10.00 M. 10.541436 N & 76.273960 E

Quantity-

Rate-

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

Quantity89.65

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

Quantity58.629

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 site

Quantity86.8

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)

Quantity3.126

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity13.626

Rate-

Amount -

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity5.476

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity32.344

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity2.055

Rate-

Amount -

13.7.1 12mm cement plaster finished with a floating coat of neat cement of mix 1:3

Quantity34.924

Rate-

Amount -

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

Quantity17.543

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

Quantity113.635

Rate-

Amount -

od1449/2019_2020 Shutter for checkdams - Supplying and providing Anjili wood planks 5 cm thick,including cost of materials and labour charges etc complete.

Quantity41.719

Rate-

Amount -

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

Quantity3.501

Rate-

Amount -

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, iers, Abutments, Posts and Struts

Quantity8.8

Rate-

Amount -

CONSTRUCTION OF RETAINING WALL TYPE - II. 1.50 M HEIGHT. -IN MULLAKKARA PADASEKHARAM(PUNCHAPPADAM)(200 M LENGTH). 10.541010 N & 76.277685 E

Quantity-

Rate-

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

Quantity228

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

Quantity85.5

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 site

Quantity265.5

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity9

Rate-

Amount -

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

Quantity40.09

Rate-

Amount -

NELLIKKADU PADASEKHARAM.

Quantity-

Rate-

Amount -

CONSTRUCTION OF CEMENT CONCRETE RETAINING WALL AT PEREPPADAM LEFT BANK. NELLIKAD PADASEKHARAM(100M LENGTH) 0.9m ht. 10.562490 N & 76.263120 E

Quantity-

Rate-

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

Quantity30

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity27.75

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity180.415

Rate-

Amount -

CONSTRUCTION OF CEMENT CONCRETE PASSAGE SLAB AT PEREPPADAM AND POOSSERYKUZHY (2 NOS)-NELLIKKAD PADASEKHARAM. 1 AT 10.5631944 N & 76.2543889 E ; 2 AT 10.33475 N & 76.15158 E

Quantity-

Rate-

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

Quantity1.08

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

Quantity1.08

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity2.08

Rate-

Amount -

5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity0.45

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

Quantity23.608

Rate-

Amount -

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

Quantity2

Rate-

Amount -

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

Quantity1.5

Rate-

Amount -

4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Quantity10

Rate-

Amount -

CONSTRUCTION OF RAMP AT KARUVANCHAL THODU.10o32'53.5'N & 76o14'30.6"E

Quantity-

Rate-

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

Quantity10.144

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

Quantity0.064

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 site

Quantity7.032

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)

Quantity0.219

Rate-

Amount -

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Quantity0.888

Rate-

Amount -

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

Quantity1.192

Rate-

Amount -

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