Kodungallur Municipality/Pr 192/2021 Side Protection Filing And Culvert Construction To Sndp Harijan Colony Link Road In Ward 26
Tender Value
12.48 Lakhs
Estimated cost
Bid Submission
03 Nov 2020
0 days left
EMD
31205
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KODUNGALLUR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kodungallur Municipality/Pr 192/2021 Side Protection Filing And Culvert Construction To Sndp Harijan Colony Link Road In Ward 26
BOQ
| Work Name:Kodungallur Municipality/Pr-192/2021-Side Protection filing and culvert construction to SNDP Harijan colony Link road in ward 26 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CULVERT at ch 0/188 | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od937914/2020_2021 : 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 ( Modified data 60.2.2) | BI01010001010000000000000515BI0100001114 | 48 | hour |
| 3 | 1.002 | od937915/2020_2021 : 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 thework.etc.complete ( As per modified data 60.1.2) | BI01010001010000000000000515BI0100001115 | 15 | metre |
| 4 | 1.003 | 2.5.1.C : Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(I) By Manual Means(C) Reinforced Cement Concrete | BI01010001010000000000000515BI0100001116 | 4.663 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 26.704 | cum |
| 6 | 1.005 | od937916/2020_2021 : Coconut Pile - Supplying and stacking well matured straight coconut post for<br>driving down throug various strata bellow bed level including cost coveyance<br>labour charges etc complete. | BI01010001010000000000000515BI0100001118 | 273 | metre |
| 7 | 1.006 | od937917/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through variuos<br>strata including all hire charges and labour for fixing , staging platform and all<br>other appliances necessary for pile driving down after pointing the bottom end | BI01010001010000000000000515BI0100001119 | 273 | metre |
| 8 | 1.007 | od937918/2020_2021 : DR PACKING Under foundation - Dry stone packing under foundation with good quality<br>blasted rubble including conveyance of material and labour charges etc. complete as per direction of<br>departmental officers at site. | BI01010001010000000000000515BI0100001120 | 27.433 | cum |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 6.184 | cum |
| 10 | 1.009 | 12.5.1.1 : 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 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001122 | 7.44 | cum |
| 11 | 1.01 | 13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4 | BI01010001010000000000000515BI0100001123 | 7.832 | cum |
| 12 | 1.011 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001124 | 0.841 | tonne |
| 13 | 2 | SIDE PROTECTION AND FILLING-ch 0/188 to 0/259 | BI01010001010000000000000515BI0100001125 | ||
| 14 | 2.001 | 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 | BI01010001010000000000000515BI0100001126 | 46.21 | cum |
| 15 | 2.002 | od937978/2020_2021 : 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. ( Modified Data 60.7.1) | BI01010001010000000000000515BI0100001127 | 46.21 | cum |
| 16 | 2.003 | 12.4.3.3 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry (iii)In cement mortar (1:5) | BI01010001010000000000000515BI0100001128 | 74.563 | cum |
| 17 | 2.004 | 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001129 | 89.815 | cum |
| 18 | 2.005 | od937983/2020_2021 : Filling with quarry muck 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 sub grade | BI01010001010000000000000515BI0100001130 | 46.86 | cum |
AI Tender Summary
Tender Timeline
Oct 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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