Cmlrrp 2020 Ezhumattoor Gp Improvement Of Kuntharapadi-Seethakulam Road In Ward 13
Tender Value
5.80 Lakhs
Estimated cost
Bid Submission
08 Jun 2020
0 days left
EMD
14510
Bank guarantee accepted
Document Fee
1161
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
EZHUMATTOOR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp 2020 Ezhumattoor Gp Improvement Of Kuntharapadi-Seethakulam Road In Ward 13
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jun-2020 | TIME EXTENTION OF CMLRRP 2020 EZHUMATTOOR GP IMPROVEMENT OF KUNTHARAPADI-SEETHAKULAM ROAD IN WARD 13 | Date | 08-Jun-2020 |
BOQ
| Work Name:CMLRRP 2020 EZHUMATTOOR GP IMPROVEMENT OF KUNTHARAPADI-SEETHAKULAM ROAD IN WARD 13 ( Sl no 418 ) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Concreting & re concreting | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od646895/2020_2021 : Surface dressing of the ground including removing vegetation and in-equalities<br>not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to<br>1.5 m., All kinds of soil | BI01010001010000000000000515BI0100001114 | 126 | sqm |
| 3 | 1.002 | od646896/2020_2021 : <br>Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork ,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work | BI01010001010000000000000515BI0100001115 | 18.9 | cum |
| 4 | 1.003 | od646897/2020_2021 : Construction of Embankment with material obtained from roadway cutting construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structures to meet graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 | BI01010001010000000000000515BI0100001116 | 1.575 | cum |
| 5 | 1.004 | od667157/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203<br>I. P.C.C grade M 10<br>(i) Nominal mix 1:3:6 WITHOUT FORM WORK | BI01010001010000000000000515BI0100001117 | 0.378 | cum |
| 6 | 1.005 | od667159/2020_2021 : :Construction of plain cement concrete pavement ,thickness as per design,over a<br>prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and<br>fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a<br>concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,<br>,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including<br>provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and<br>Technical Specifications clause 1501.(modified 6.4) without form work<br> | BI01010001010000000000000515BI0100001118 | 2.7 | cum |
| 7 | 2 | Widening of culvert and retaining wall | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 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 | BI01010001010000000000000515BI0100001120 | 48.78 | cum |
| 9 | 2.002 | od667721/2020_2021 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | BI01010001010000000000000515BI0100001121 | 0.21 | cum |
| 10 | 2.003 | od662858/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001122 | 97.21 | cum |
| 11 | 2.004 | od663329/2020_2021 : Plain/reinforced cement concrete M 20 (1:2:4 using 20mm b/s) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form work (modified 11.4.3) | BI01010001010000000000000515BI0100001123 | 7.313 | cum |
| 12 | 2.005 | 12.4.3.2 : tone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry (ii)In 1:4 cement mortar | BI01010001010000000000000515BI0100001124 | 3.6 | cum |
| 13 | 2.006 | 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) | BI01010001010000000000000515BI0100001125 | 0.252 | cum |
| 14 | 2.007 | 12.5.3 : 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 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001126 | 1.212 | cum |
| 15 | 2.008 | 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 | BI01010001010000000000000515BI0100001127 | 0.125 | tonne |
| 16 | 2.009 | od663337/2020_2021 : Supplying and fixing name board with an area of 0.50m2 engraving leers as per direection of engineer in charge.<br> | BI01010001010000000000000515BI0100001128 | 1 | each |
| 17 | 3 | ss | BI01010001010000000000000515BI0100001129 |
AI Tender Summary
Tender Timeline
Jun 06, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 08, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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