Sdrf-Mi Subdivision Kanhangad-Urgent Repairs Works And Renovation Puthiyakandam Vcb In Madikai Gp Of Kanhangad La In Kasargod District . Repair And Renovation
Tender Value
13.35 Lakhs
Estimated cost
Bid Submission
05 Sep 2019
0 days left
EMD
28500
Bank guarantee accepted
Document Fee
3290
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madikai → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sdrf-Mi Subdivision Kanhangad-Urgent Repairs Works And Renovation Puthiyakandam Vcb In Madikai Gp Of Kanhangad La In Kasargod District . Repair And Renovation
BOQ
| Work Name:SDRF- Urgent repair works & renovation of Puthiyakandam VCB in Madikai Grama Panchayat of Kanhangad LAC in Kasaragod District. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SCHEME1: REPAIR WORKS TO APRON RIGHT SIDE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001114 | 24 | hour |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 68.7 | cum |
| 4 | 1.03 | 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) | BI01010001010000000000000515BI0100001116 | 17.175 | cum |
| 5 | 1.04 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001117 | 2.64 | sqm |
| 6 | 2 | SCHEME 2: REPAIR WORKS TO APRON LEFT SIDE | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001119 | 24 | hour |
| 8 | 2.02 | 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 | BI01010001010000000000000515BI0100001120 | 68.7 | cum |
| 9 | 2.03 | 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) | BI01010001010000000000000515BI0100001121 | 17.175 | cum |
| 10 | 2.04 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001122 | 2.64 | sqm |
| 11 | 3 | SCHEME 3: REPAIR WORKS TO PIER RIGHT SIDE | BI01010001010000000000000515BI0100001123 | ||
| 12 | 3.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001124 | 24 | hour |
| 13 | 3.02 | 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) | BI01010001010000000000000515BI0100001125 | 8.85 | cum |
| 14 | 3.03 | 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 | BI01010001010000000000000515BI0100001126 | 221.25 | kilogram |
| 15 | 3.04 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001127 | 55.142 | sqm |
| 16 | 4 | SCHEME 4: REPAIR WORKS TO PIER LEFT SIDE | BI01010001010000000000000515BI0100001128 | ||
| 17 | 4.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001129 | 24 | hour |
| 18 | 4.02 | 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) | BI01010001010000000000000515BI0100001130 | 8.85 | cum |
| 19 | 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 | BI01010001010000000000000515BI0100001131 | 221.25 | kilogram |
| 20 | 4.04 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001132 | 55.142 | sqm |
| 21 | 5 | SCHEME 5: REPAIR WORKS TO ABUTMENT RIGHT SIDE | BI01010001010000000000000515BI0100001133 | ||
| 22 | 5.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001134 | 24 | hour |
| 23 | 5.02 | 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) | BI01010001010000000000000515BI0100001135 | 7.26 | cum |
| 24 | 5.03 | 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 | BI01010001010000000000000515BI0100001136 | 181.5 | kilogram |
| 25 | 5.04 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001137 | 46.44 | sqm |
| 26 | 6 | SCHEME 6: REPAIR WORKS TO ABUTMENT LEFT SIDE | BI01010001010000000000000515BI0100001138 | ||
| 27 | 6.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001139 | 24 | hour |
| 28 | 6.02 | 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) | BI01010001010000000000000515BI0100001140 | 7.26 | cum |
| 29 | 6.03 | 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 | BI01010001010000000000000515BI0100001141 | 181.5 | kilogram |
| 30 | 6.04 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001142 | 46.44 | sqm |
| 31 | 7 | SCHEME 7: REPAIR WORKS TO BODY WALL | BI01010001010000000000000515BI0100001143 | ||
| 32 | 7.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001144 | 24 | hour |
| 33 | 7.02 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001145 | 2.856 | cum |
| 34 | 7.03 | 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 | BI01010001010000000000000515BI0100001146 | 71.4 | kilogram |
| 35 | 7.04 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001147 | 13.6 | sqm |
| 36 | 8 | SCHEME 8: REPLACING DAMAGED SHUTTER FACING SIDE | BI01010001010000000000000515BI0100001148 | ||
| 37 | 8.01 | 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete | BI01010001010000000000000515BI0100001149 | 168.402 | 10 cud m |
| 38 | 8.02 | 13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. | BI01010001010000000000000515BI0100001150 | 80.832 | sqm |
| 39 | 9 | SCHEME 9: REPLACING DAMAGED SHUTTER REAR SIDE | BI01010001010000000000000515BI0100001151 | ||
| 40 | 9.01 | 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete | BI01010001010000000000000515BI0100001152 | 168.001 | 10 cud m |
| 41 | 9.02 | 13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. | BI01010001010000000000000515BI0100001153 | 80.64 | sqm |
| 42 | 10 | SCHEME 10: REPAIR OF SIDE PROTECTION WALL U/S RIGHT BANK | BI01010001010000000000000515BI0100001154 | ||
| 43 | 10.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001155 | 24 | hour |
| 44 | 10.02 | 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 | BI01010001010000000000000515BI0100001156 | 5.115 | cum |
| 45 | 10.03 | 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) | BI01010001010000000000000515BI0100001157 | 5.115 | cum |
| 46 | 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) | BI01010001010000000000000515BI0100001158 | 12.719 | cum |
| 47 | 10.05 | 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. | BI01010001010000000000000515BI0100001159 | 34.541 | sqm |
| 48 | 11 | SCHEME 11: REPAIR WORKS OF PROTECTION WALL | BI01010001010000000000000515BI0100001160 | ||
| 49 | 11.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001161 | 24 | hour |
| 50 | 11.02 | 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 | BI01010001010000000000000515BI0100001162 | 14.401 | cum |
| 51 | 11.03 | 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 | BI01010001010000000000000515BI0100001163 | 49.327 | cum |
| 52 | 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) | BI01010001010000000000000515BI0100001164 | 1.125 | cum |
| 53 | 11.05 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001165 | 4.8 | sqm |
AI Tender Summary
Tender Timeline
Aug 27, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 17, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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