Upgradation Of Coastal Roads In Ermakulam District Mla Ads Scheme New Road From Thirumanmkunnu Temple Road To Nelson Mandela Road In Ward 9 Of Pallippuram Panchayath
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Feb 2021
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
Pallippuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Coastal Roads In Ermakulam District Mla Ads Scheme New Road From Thirumanmkunnu Temple Road To Nelson Mandela Road In Ward 9 Of Pallippuram Panchayath
BOQ
| Work Name : MLA-ADS SCHEME- New road from Thirumanamkunnu Temple road to Nelson Mandela Road in ward No:9 of Pallipuram Panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.2.2.A : Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br>\n(II) By Mechanical Means\t<br>\t\n(A) In area of non-thorny jungle | BI01010001010000000000000515BI0100001114 | 0.015 | Hectar |
| 3 | 1.02 | 4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | BI01010001010000000000000515BI0100001115 | 145 | cum |
| 4 | 1.03 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001116 | 180 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 5 | cum |
| 6 | 1.05 | 12.5.4 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIV.R.C.C. grade M 25 | BI01010001010000000000000515BI0100001118 | 34 | 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 | 17 | cum |
| 8 | 1.07 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001120 | 4.5 | tonne |
| 9 | 1.08 | 12.3 : Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001121 | 26 | sqm |
| 10 | 2 | side protection | BI01010001010000000000000515BI0100001122 | ||
| 11 | 2.01 | 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | BI01010001010000000000000515BI0100001123 | 26 | metre |
| 12 | 2.02 | 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. | BI01010001010000000000000515BI0100001124 | 275 | metre |
| 13 | 2.03 | 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 | BI01010001010000000000000515BI0100001125 | 275 | metre |
| 14 | 2.04 | 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. | BI01010001010000000000000515BI0100001126 | 14 | cum |
| 15 | 2.05 | 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 | BI01010001010000000000000515BI0100001127 | 250 | cum |
| 16 | 2.06 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001128 | 48 | cum |
| 17 | 3 | bailing out | BI01010001010000000000000515BI0100001129 | ||
| 18 | 3.01 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001130 | 195 | hour |
| 19 | 3.02 | 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 | BI01010001010000000000000515BI0100001131 | 377.511 | cum |
| 20 | 4 | road surface | BI01010001010000000000000515BI0100001132 | ||
| 21 | 4.01 | 55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | BI01010001010000000000000515BI0100001133 | 968 | 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 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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