Mi Class Ii Haritha Keralam 2019-20-Construction Of Leading Chanel Leading Vembally To Padasekharam From Vembally Cross Bar To Changatham In Kanakkary Panchayath Ring Bund , Demolishing , Earth Work , Cc124 Dr Packing
Tender Value
31.23 Lakhs
Estimated cost
Bid Submission
25 Mar 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
3100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanakkary → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mi Class Ii Haritha Keralam 2019-20-Construction Of Leading Chanel Leading Vembally To Padasekharam From Vembally Cross Bar To Changatham In Kanakkary Panchayath Ring Bund , Demolishing , Earth Work , Cc124 Dr Packing
BOQ
| Work Name:M.I.Class II Haritha keralam 2019-20 - Construction of Leading channel Leading Vembally to Padasekharam from Vembally cross bar to Changatham in Kanakkary Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A VCB | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | BI01010001010000000000000515BI0100001114 | 22 | metre |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 152 | hour |
| 4 | 1.03 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001116 | 121.815 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 16.071 | cum |
| 6 | 1.05 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001118 | 24.51 | cum |
| 7 | 1.06 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001119 | 26.166 | cum |
| 8 | 1.07 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001120 | 44.42 | sqm |
| 9 | 1.08 | 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 | 90.19 | cum |
| 10 | 1.09 | 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 | BI01010001010000000000000515BI0100001122 | 2747.15 | kilogram |
| 11 | 1.1 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001123 | 35.6 | sqm |
| 12 | 1.11 | 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete | BI01010001010000000000000515BI0100001124 | 37.2 | 10 cud m |
| 13 | 1.12 | 60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size. | BI01010001010000000000000515BI0100001125 | 5 | each |
| 14 | 2 | Appendix B Retaining wall | BI01010001010000000000000515BI0100001126 | ||
| 15 | 2.01 | 60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | BI01010001010000000000000515BI0100001127 | 105.65 | cum |
| 16 | 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 | BI01010001010000000000000515BI0100001128 | 334.1 | cum |
| 17 | 2.03 | 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 | BI01010001010000000000000515BI0100001129 | 314.61 | cum |
| 18 | 2.04 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001130 | 63.39 | cum |
| 19 | 2.05 | 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) | BI01010001010000000000000515BI0100001131 | 6.75 | cum |
| 20 | 2.06 | 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) | BI01010001010000000000000515BI0100001132 | 36 | cum |
| 21 | 2.07 | 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 | BI01010001010000000000000515BI0100001133 | 1260 | kilogram |
| 22 | 2.08 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001134 | 360 | sqm |
| 23 | 3 | Appendix C Leading channel | BI01010001010000000000000515BI0100001135 | ||
| 24 | 3.01 | 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 | BI01010001010000000000000515BI0100001136 | 15.4 | cum |
| 25 | 3.02 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001137 | 4.62 | cum |
| 26 | 3.03 | 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) | BI01010001010000000000000515BI0100001138 | 3.08 | cum |
| 27 | 3.04 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001139 | 28 | sqm |
| 28 | 3.05 | 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) | BI01010001010000000000000515BI0100001140 | 2.8 | cum |
| 29 | 3.06 | 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) | BI01010001010000000000000515BI0100001141 | 0.35 | cum |
| 30 | 3.07 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001142 | 19.6 | sqm |
| 31 | 4 | Thodu Deepening | BI01010001010000000000000515BI0100001143 | ||
| 32 | 4.01 | 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 | BI01010001010000000000000515BI0100001144 | 2025 | cum |
AI Tender Summary
Tender Timeline
Mar 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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