Bsp_Venniyode Branch Canal_Construction Of Venniyode Branch Canal From Ch_2870 To Ch_3715M Including Cd Works
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Ref. Documents
Estimated cost
Bid Submission
25 Feb 2021
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
8400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Venniyode → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Bsp_Venniyode Branch Canal_Construction Of Venniyode Branch Canal From Ch_2870 To Ch_3715M Including Cd Works
BOQ
| Work Name:BSP- Venniyode Branch canal - Constuction of venniyode Branch canal from ch.2870m to ch.3715m including CD works | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A - Canal formation and lining | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001114 | 9240 | sqm |
| 3 | 1.02 | 2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | BI01010001010000000000000515BI0100001115 | 200 | each |
| 4 | 1.03 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | BI01010001010000000000000515BI0100001116 | 6900 | sqm |
| 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 | 6531.65 | cum |
| 6 | 1.05 | 2.7.1 : 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.Ordinary rock | BI01010001010000000000000515BI0100001118 | 225 | cum |
| 7 | 1.06 | 2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil | BI01010001010000000000000515BI0100001119 | 8122.54 | cum |
| 8 | 1.07 | od8238/2016_2017 : : Supplying and filling the filter drain with filling sand including stacking for measurements as per the instructions of departmental officers at site with all lead lift including all form work Etc.complete | BI01010001010000000000000515BI0100001120 | 10.144 | cum |
| 9 | 1.08 | od8239/2016_2017 : supplying and filling the filter drain with graded metal 50% 40mm and 50% 20mm nominal size hard granite broken stone including stacking for measurements as per the instructions of departmental officers at site with all lead and lift including all form work etc. Complete | BI01010001010000000000000515BI0100001121 | 10.144 | cum |
| 10 | 1.09 | 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) | BI01010001010000000000000515BI0100001122 | 93.76 | cum |
| 11 | 1.1 | 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) | BI01010001010000000000000515BI0100001123 | 407.503 | cum |
| 12 | 1.11 | 5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints. | BI01010001010000000000000515BI0100001124 | 1.026 | cum |
| 13 | 1.12 | 60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | BI01010001010000000000000515BI0100001125 | 25 | metre |
| 14 | 1.13 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001126 | 4043.4 | sqm |
| 15 | 1.14 | 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 | BI01010001010000000000000515BI0100001127 | 3449.53 | kilogram |
| 16 | 2 | Appendix B - CD Works | BI01010001010000000000000515BI0100001128 | ||
| 17 | 2.01 | 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 | BI01010001010000000000000515BI0100001129 | 1293.39 | cum |
| 18 | 2.02 | 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. | BI01010001010000000000000515BI0100001130 | 119.447 | cum |
| 19 | 2.03 | 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) | BI01010001010000000000000515BI0100001131 | 271.448 | cum |
| 20 | 2.04 | 4.1.6 : 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 40 mm nominal size) | BI01010001010000000000000515BI0100001132 | 467.924 | cum |
| 21 | 2.05 | 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) | BI01010001010000000000000515BI0100001133 | 28.173 | cum |
| 22 | 2.06 | 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 | BI01010001010000000000000515BI0100001134 | 147.732 | cum |
| 23 | 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 | BI01010001010000000000000515BI0100001135 | 22804.5 | kilogram |
| 24 | 2.08 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001136 | 1475.4 | sqm |
| 25 | 2.09 | 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. | BI01010001010000000000000515BI0100001137 | 1924.47 | sqm |
| 26 | 2.1 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001138 | 254.9 | sqm |
| 27 | 2.11 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001139 | 137.88 | sqm |
| 28 | 2.12 | 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. | BI01010001010000000000000515BI0100001140 | 362.825 | sqm |
| 29 | 2.13 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001141 | 17.42 | metre |
| 30 | 2.14 | 2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil | BI01010001010000000000000515BI0100001142 | 123.75 | cum |
| 31 | 2.15 | 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 | BI01010001010000000000000515BI0100001143 | 100 | hour |
| 32 | 3 | Appendix C covered CC canal in between ch 3120m to 3160m & 3235m 3275m (40+40=80m) | BI01010001010000000000000515BI0100001144 | ||
| 33 | 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 | BI01010001010000000000000515BI0100001145 | 578.6 | cum |
| 34 | 3.02 | 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) | BI01010001010000000000000515BI0100001146 | 120 | cum |
| 35 | 3.03 | 4.1.6 : 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 40 mm nominal size) | BI01010001010000000000000515BI0100001147 | 441.8 | cum |
| 36 | 3.04 | 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. | BI01010001010000000000000515BI0100001148 | 574.76 | sqm |
| 37 | 3.05 | 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 | BI01010001010000000000000515BI0100001149 | 148.8 | cum |
| 38 | 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) | BI01010001010000000000000515BI0100001150 | 25.6 | cum |
| 39 | 3.07 | 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 | BI01010001010000000000000515BI0100001151 | 17856 | kilogram |
| 40 | 3.08 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001152 | 400 | sqm |
| 41 | 3.09 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001153 | 350.72 | sqm |
| 42 | 3.1 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001154 | 96 | sqm |
| 43 | 3.11 | 5.25 : Providing and fixing in position copper plate as per design for expansion joints. | BI01010001010000000000000515BI0100001155 | 206.272 | kg |
| 44 | 3.12 | 5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints. | BI01010001010000000000000515BI0100001156 | 0.27 | cum |
| 45 | 3.13 | 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 | BI01010001010000000000000515BI0100001157 | 50 | hour |
| 46 | 4 | Appendix D formation of canal bund road | BI01010001010000000000000515BI0100001158 | ||
| 47 | 4.01 | 16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | BI01010001010000000000000515BI0100001159 | 2328 | sqm |
| 48 | 4.02 | 16.3.2 : Supplying and stacking at site.63 mm to 45 mm size stone aggregate | BI01010001010000000000000515BI0100001160 | 232.8 | cum |
| 49 | 4.03 | 16.3.7 : Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B) | BI01010001010000000000000515BI0100001161 | 46.56 | cum |
| 50 | 4.04 | 16.3.9 : Supplying and stacking at site.Good earth | BI01010001010000000000000515BI0100001162 | 20.952 | cum |
| 51 | 4.05 | 16.4 : Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | BI01010001010000000000000515BI0100001163 | 174.6 | cum |
| 52 | 5 | Appendix E Side Protection ( Toe wall) | BI01010001010000000000000515BI0100001164 | ||
| 53 | 5.01 | 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 | BI01010001010000000000000515BI0100001165 | 379.5 | cum |
| 54 | 5.02 | 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) | BI01010001010000000000000515BI0100001166 | 158.126 | cum |
| 55 | 5.03 | 4.1.6 : 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 40 mm nominal size) | BI01010001010000000000000515BI0100001167 | 1395.26 | cum |
| 56 | 5.04 | 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. | BI01010001010000000000000515BI0100001168 | 2608.7 | sqm |
| 57 | 5.05 | 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 | BI01010001010000000000000515BI0100001169 | 17947.7 | kilogram |
| 58 | 5.06 | 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 | BI01010001010000000000000515BI0100001170 | 100 | hour |
| 59 | 5.07 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | BI01010001010000000000000515BI0100001171 | 270 | sqm |
| 60 | 5.08 | 60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | BI01010001010000000000000515BI0100001172 | 1970.5 | metre |
| 61 | 5.09 | 16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | BI01010001010000000000000515BI0100001173 | 270 | sqm |
AI Tender Summary
Tender Timeline
Feb 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 25, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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