Retender -Sdrf - Repair Works To Ponnempadam Thodu Padinharayil Vcb In Ward 4 Of Vazhayur Retender -Sdrf - Repair Works To Ponnempadam Thodu Padinharayil Vcb In Ward 4 Of VazhayurPanchayath
Tender Value
13.36 Lakhs
Estimated cost
Bid Submission
14 Oct 2020
0 days left
EMD
33500
Bank guarantee accepted
Document Fee
3512
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vazhayur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retender -Sdrf - Repair Works To Ponnempadam Thodu Padinharayil Vcb In Ward 4 Of Vazhayur Retender -Sdrf - Repair Works To Ponnempadam Thodu Padinharayil Vcb In Ward 4 Of VazhayurPanchayath
BOQ
| Work Name:SDRF - Repair works to Ponnempadam Thodu padinharayil VCB in ward 4 of Vazhayur panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scheme 1,Silt Removal | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 227.5 | cum |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 13.5 | cum |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 13.5 | cum |
| 5 | 1.04 | 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) | BI01010001010000000000000515BI0100001117 | 6.25 | cum |
| 6 | 2 | S9cheme 2, Apron Repair | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.01 | 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) | BI01010001010000000000000515BI0100001119 | 8.844 | cum |
| 8 | 2.02 | 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) | BI01010001010000000000000515BI0100001120 | 1.404 | cum |
| 9 | 2.03 | 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) | BI01010001010000000000000515BI0100001121 | 0.6 | cum |
| 10 | 2.04 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 6.272 | sqm |
| 11 | 2.05 | 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 | BI01010001010000000000000515BI0100001123 | 112.32 | kilogram |
| 12 | 3 | Scheme 3, Pier and Abutment repair | BI01010001010000000000000515BI0100001124 | ||
| 13 | 3.01 | 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) | BI01010001010000000000000515BI0100001125 | 10.92 | cum |
| 14 | 3.02 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001126 | 109.2 | sqm |
| 15 | 4 | Scheme 4, Cut off wall Repair | BI01010001010000000000000515BI0100001127 | ||
| 16 | 4.01 | 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) | BI01010001010000000000000515BI0100001128 | 12.69 | cum |
| 17 | 4.02 | 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 | BI01010001010000000000000515BI0100001129 | 12.69 | cum |
| 18 | 4.03 | 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 | BI01010001010000000000000515BI0100001130 | 436.8 | kilogram |
| 19 | 5 | Scheme, 5, Vent A Shutter repair. | BI01010001010000000000000515BI0100001131 | ||
| 20 | 5.01 | 60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of \"C\" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001132 | 7 | metre |
| 21 | 5.02 | 60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001133 | 5 | sqm |
| 22 | 6 | Scheme 6, Vent B Shutter repair. | BI01010001010000000000000515BI0100001134 | ||
| 23 | 6.01 | 60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of \"C\" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001135 | 7 | metre |
| 24 | 6.02 | 60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001136 | 5 | sqm |
| 25 | 7 | Scheme 7, Repair to D/S Left bank Protection wall of VCB , 30m to 45 m. | BI01010001010000000000000515BI0100001137 | ||
| 26 | 7.01 | 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 | BI01010001010000000000000515BI0100001138 | 13.5 | cum |
| 27 | 7.02 | 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 | BI01010001010000000000000515BI0100001139 | 47.196 | cum |
| 28 | 7.03 | 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) | BI01010001010000000000000515BI0100001140 | 1.404 | cum |
| 29 | 7.04 | 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) | BI01010001010000000000000515BI0100001141 | 0.6 | cum |
| 30 | 7.05 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001142 | 6.272 | sqm |
| 31 | 7.06 | 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 | BI01010001010000000000000515BI0100001143 | 112.32 | kilogram |
| 32 | 8 | Scheme 8, Vent D shutter repair | BI01010001010000000000000515BI0100001144 | ||
| 33 | 8.01 | 60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of \"C\" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001145 | 6 | metre |
| 34 | 8.02 | 60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | BI01010001010000000000000515BI0100001146 | 2.5 | sqm |
| 35 | 9 | Scheme 9, Loose Apron repair. | BI01010001010000000000000515BI0100001147 | ||
| 36 | 9.01 | 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001148 | 20.1 | cum |
| 37 | 9.02 | 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 | BI01010001010000000000000515BI0100001149 | 33.696 | cum |
| 38 | 10 | Scheme 10, Repair to D/S Right bank Protection wall of VCB | BI01010001010000000000000515BI0100001150 | ||
| 39 | 10.01 | 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 | BI01010001010000000000000515BI0100001151 | 13.5 | cum |
| 40 | 10.02 | 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 | BI01010001010000000000000515BI0100001152 | 47.196 | cum |
| 41 | 10.03 | 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) | BI01010001010000000000000515BI0100001153 | 1.404 | cum |
| 42 | 10.04 | 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) | BI01010001010000000000000515BI0100001154 | 0.6 | cum |
| 43 | 10.05 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001155 | 6.272 | sqm |
| 44 | 10.06 | 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 | BI01010001010000000000000515BI0100001156 | 112.32 | kilogram |
| 45 | 11 | Scheme 11, Repair to D/S Left bank Protection wall of VCB | BI01010001010000000000000515BI0100001157 | ||
| 46 | 11.01 | 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 | BI01010001010000000000000515BI0100001158 | 13.5 | cum |
| 47 | 11.02 | 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 | BI01010001010000000000000515BI0100001159 | 47.196 | cum |
| 48 | 11.03 | 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) | BI01010001010000000000000515BI0100001160 | 1.404 | cum |
| 49 | 11.04 | 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) | BI01010001010000000000000515BI0100001161 | 0.6 | cum |
| 50 | 11.05 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001162 | 6.272 | sqm |
| 51 | 11.06 | 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 | BI01010001010000000000000515BI0100001163 | 112.32 | kilogram |
AI Tender Summary
Tender Timeline
Oct 07, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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