Cheruvannur Grama Panchayath 2020-21 Kakkaramukku Malerithazha Madathilthazha Road
Tender Value
13.38 Lakhs
Estimated cost
Bid Submission
23 Jul 2020
0 days left
EMD
33500
Bank guarantee accepted
Document Fee
2825
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
cheruvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cheruvannur Grama Panchayath 2020-21 Kakkaramukku Malerithazha Madathilthazha Road
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Jul-2020 | WORK TITLE | Other | 23-Jul-2020 |
BOQ
| Work Name: CMLRRP-CHERUVANNUR GP-KAKKARAMUKKU-MADATHILTHAZHE ROAD IN WARD-14 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | NEW ROAD | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 49.5 | cum |
| 3 | 1.002 | od655373/2020_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. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001115 | 138.5 | cum |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 12 | cum |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 406 | cum |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 72 | cum |
| 7 | 1.006 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001119 | 108 | cum |
| 8 | 1.007 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001120 | 720 | sqm |
| 9 | 1.008 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001121 | 720 | sqm |
| 10 | 1.009 | 75.5.11.1.A.2pb : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65\t- Packed Bitumen Rates <br>\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br>\nBy Manual Means\t<br>\t\nType A\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001122 | 720 | sqm |
| 11 | 1.01 | 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) | BI01010001010000000000000515BI0100001123 | 9.66 | cum |
| 12 | 1.011 | od801269/2020_2021 : providing and fixing name board | BI01010001010000000000000515BI0100001124 | 1 | each |
AI Tender Summary
Tender Timeline
Jul 15, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 23, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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