Upgradation Of Coastal Roads In Ernakulam Dist Alumchira Arikuchira Road In Ward 14 Of Chellanam Panchayath
Tender Value
77.51 Lakhs
Estimated cost
Bid Submission
09 Nov 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHELLANAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Coastal Roads In Ernakulam Dist Alumchira Arikuchira Road In Ward 14 Of Chellanam Panchayath
BOQ
| Work Name : Upgradation of coastal roads in Ernakulam Dist- Alumchira -Arikuchira road in ward 14 of Chellanam Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 355 | cum |
| 3 | 1.02 | 2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | BI01010001010000000000000515BI0100001115 | 0.149 | Hecter |
| 4 | 1.03 | 2.3.A.1 : Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm | BI01010001010000000000000515BI0100001116 | 15 | each |
| 5 | 1.04 | od4094/2018_2019 : <br><br>Excavation in under water soil using manual means for carrying and removing of spoil with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001117 | 425 | cum |
| 6 | 1.05 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001118 | 137 | cum |
| 7 | 1.06 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001119 | 176.75 | cum |
| 8 | 1.07 | 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | BI01010001010000000000000515BI0100001120 | 47.747 | cum |
| 9 | 1.08 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001121 | 6.778 | tonne |
| 10 | 1.09 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001122 | 243.201 | cum |
| 11 | 2 | Rubble work | BI01010001010000000000000515BI0100001123 | ||
| 12 | 2.01 | 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 | BI01010001010000000000000515BI0100001124 | 1119.95 | cum |
| 13 | 2.02 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001125 | 267.401 | cum |
| 14 | 2.03 | 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. | BI01010001010000000000000515BI0100001126 | 12 | metre |
| 15 | 2.04 | 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 | BI01010001010000000000000515BI0100001127 | 16 | hour |
| 16 | 2.05 | 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | BI01010001010000000000000515BI0100001128 | 300 | metre |
| 17 | 2.06 | 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end | BI01010001010000000000000515BI0100001129 | 300 | metre |
| 18 | 3 | DR Packing | BI01010001010000000000000515BI0100001130 | ||
| 19 | 3.01 | 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. | BI01010001010000000000000515BI0100001131 | 12 | cum |
| 20 | 4 | Geotextile | BI01010001010000000000000515BI0100001132 | ||
| 21 | 4.01 | 15.6 : Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | BI01010001010000000000000515BI0100001133 | 1320 | sqm |
AI Tender Summary
Tender Timeline
Oct 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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