Ucr In Kozhikode District-Construction Of Bridge To Palayad Thuruthi In Maniyur Grama Panchayat In Kuttyadi Lac
Tender Value
Ref. Documents
Estimated cost
Bid Submission
03 Feb 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2975
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
maniyur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ucr In Kozhikode District-Construction Of Bridge To Palayad Thuruthi In Maniyur Grama Panchayat In Kuttyadi Lac
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Jan-2021 | Extension of tender | Date | 03-Feb-2021 |
BOQ
| Work Name : UCR in Kozhikode District-Construction of bridge to Palayad Thuruthi in maniyur Grama Panchayat in Kuttyadi LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 299.679 | cum |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 51.849 | cum |
| 4 | 1.03 | 12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001116 | 177.128 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 106.78 | cum |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001118 | 9.634 | tonne |
| 7 | 1.06 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001119 | 104 | cum |
| 8 | 1.07 | 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. | BI01010001010000000000000515BI0100001120 | 47.201 | cum |
| 9 | 1.08 | 9.5.A : Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.(A)1200 mm dia | BI01010001010000000000000515BI0100001121 | 18 | metre |
| 10 | 1.09 | od5734/2019_2020 : Painting on Steel Surfaces&lt;br&gt;&lt;br&gt;Providing and applying two coats of ready mix paint on steel surface after thorough cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001122 | 27.633 | sqm |
| 11 | 2 | Side protection work | BI01010001010000000000000515BI0100001123 | ||
| 12 | 2.01 | 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. | BI01010001010000000000000515BI0100001124 | 202.83 | cum |
| 13 | 2.02 | 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 | BI01010001010000000000000515BI0100001125 | 133.2 | cum |
| 14 | 2.03 | 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. | BI01010001010000000000000515BI0100001126 | 513 | metre |
| 15 | 2.04 | 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 | BI01010001010000000000000515BI0100001127 | 513 | metre |
| 16 | 2.05 | 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. | BI01010001010000000000000515BI0100001128 | 110 | metre |
| 17 | 2.06 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001129 | 128 | hour |
| 18 | 2.07 | 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 | BI01010001010000000000000515BI0100001130 | 139.853 | cum |
| 19 | 2.08 | 10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | BI01010001010000000000000515BI0100001131 | 715 | kg |
AI Tender Summary
Tender Timeline
Jan 18, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 03, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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