Public Works Department-PWD has published Investigation Works For The Reconstruction Of Paloorkavu Bridge In Peermedu Constituency. Submission Date for this Tender is 28-10-2020. Bridge Work Tenders in Paloorkavu Bridge in Peermedu constituency Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Investigation works for the Reconstruction of Paloorkavu Bridge in Peermedu constituency | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Investigation Estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring | BI01010001010000000000000515BI0100001114 | 1 | set |
| 3 | 1.02 | 56.2.a : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring.Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.For machine boring. | BI01010001010000000000000515BI0100001115 | 2 | Nos hole |
| 4 | 1.03 | 56.3.a.1 : Boring with rotary power drilling equipment's in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil. | BI01010001010000000000000515BI0100001116 | 20 | metre |
| 5 | 1.04 | 56.5.a : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In land. | BI01010001010000000000000515BI0100001117 | 10 | metre |
| 6 | 1.05 | 56.4 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river. | BI01010001010000000000000515BI0100001118 | 6 | metre |
| 7 | 1.06 | 56.7 : Conducting standard penetration test in bore hole at any depth.Conducting standard penetration test in bore hole at any depth. | BI01010001010000000000000515BI0100001119 | 6 | each |
| 8 | 1.07 | 56.8 : Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. | BI01010001010000000000000515BI0100001120 | 16 | each |
| 9 | 1.08 | 56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes. | BI01010001010000000000000515BI0100001121 | 1 | set |
| 10 | 1.09 | 56.14.b : Cross section details:- Thodu.Cross section details:- Thodu. | BI01010001010000000000000515BI0100001122 | 200 | sqm |
| 11 | 1.1 | 56.15.b : Hydraulic Velocity Calculation:- ThoduHydraulic Velocity Calculation:- Thodu | BI01010001010000000000000515BI0100001123 | 1 | set |
| 12 | 1.11 | 56.12.b : Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures. | BI01010001010000000000000515BI0100001124 | 0.6 | Hecter |
| 13 | 1.12 | od11277/2019_2020 : Testing charges for CBR Test of soil samples collected from the site in the laboratory including the charges of labour engaged for conducting the test in the lab etc including the collection of sub-grade soil samples carefully by excavating pit for laboratory test and refilling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site. | BI01010001010000000000000515BI0100001125 | 2 | no |
| 14 | 1.13 | od9296/2020_2021 : Conducting traffic survey at either side of the existing bridge for 24 hours including the\rcharges of man power engaged hire charges of temporary/permanent shed near the point of survey hire charges\rof chairs and tables,cost of lighting arrangement in night,expenses of stationery items etc.complete | BI01010001010000000000000515BI0100001126 | 1 | Day |
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