Micha Bhoomi Colony Road Concreting And Side Wall In Ward 5 Of Thiruvanvandoor Gp , 2019-20 , Pr N0-177/19-20 Micha Bhoomi Colony Road Concreting And Side Wall InWard 5 Of Thiruvanvandoor Gp , 2019-20 , Pr N0-177/19-20
Tender Overview
Project Description
Micha Bhoomi Colony Road Concreting And Side Wall In Ward 5 Of Thiruvanvandoor Gp , 2019-20 , Pr N0-177/19-20 Micha Bhoomi Colony Road Concreting And Side Wall InWard 5 Of Thiruvanvandoor Gp , 2019-20 , Pr N0-177/19-20
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Mar-2020 | Date extension | Date | 09-Mar-2020 |
BOQ
| Work Name:Micha bhoomi colony road concreting and side wall in ward 5 of Thiruvanvandoor GP,2019-20,PR n0-177/19-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retaining wall and filling | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | 34.275 | cum |
| 3 | 1.002 | od499901/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality<br>blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials<br>labour charges etc. complete as per direction of Departmental officers at site<br> | BI01010001010000000000000515BI0100001115 | 113.36 | cum |
| 4 | 1.003 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001116 | 4.3 | cum |
| 5 | 1.004 | od498232/2019_2020 : Construction of Embankment with Material Obtained from Borrow Pits Construction 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 including all conveyance without roller compaction. | BI01010001010000000000000515BI0100001117 | 156.275 | cum |
| 6 | 1.005 | od498231/2019_2020 : 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. (ii) Using Gravel mix soil.<br> | BI01010001010000000000000515BI0100001118 | 31.315 | cum |
| 7 | 2 | Road Concreting | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001120 | 42.75 | cum |
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