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Upgradation Of Coastal Roads In Kannur District- Improvements To Kanothkavu Anganvadi Puthalatu Rajan Road In Kannur Corporation In Kannur Lac Gsb, Wmm, Tarring, Side Protection, Berm Concrete

Issued by Government Departments · Thottada, Kerala
Tender Value
9.96 Lakhs
Estimated cost
Bid Submission
07 Oct 2021
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
2200
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Thottada → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Upgradation Of Coastal Roads In Kannur District- Improvements To Kanothkavu Anganvadi Puthalatu Rajan Road In Kannur Corporation In Kannur Lac Gsb, Wmm, Tarring, Side Protection, Berm Concrete

BOQ

Work Name : Upgradation of Coastal Roads in Kannur District- Improvements to Kanothkavu AnganvadiPuthalatu Rajan Road in Kannur Corporation in Kannur LAC
Sl. No. Item Description
1Construction of road
22.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
33.15.1 : Compacting Original Ground
(i) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
43.4 : 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
54.11.1 : 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 smoothwheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel
64.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.
By Mechanical Means with 1 km lead
75.1.1a : Prime Coat :- Low porosity
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
85.2.3a : Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
95.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I ByManual Means
(II) Bitumen (S-65)
105.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A. By Manual Means :- Case - III :Type C
(II) Bitumen (S-65)
1111.1.1.1 : 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 suitablematerial.I.Ordinary soil(i)Upto 3 m depth
1211.4.3.1 : 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)
1311.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
143.14 : Construction of Subgrade and Earthen Shoulders
Construction 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.
15Appurtenance works
1660.7.1 : DRYRUBBLE 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

AI Tender Summary

OUR REF NO 29266983
AUTHORITY Government Departments
TENDER VALUE 9.96 Lakhs
LAST DATE 07-10-2021
Authority
Authority Name Harbour Engineering Department
Work Description Upgradation Of Coastal Roads In Kannur District- Improvements To Kanothkavu Anganvadi Puthalatu Rajan Road In Kannur Corporation In Kannur Lac Gsb, Wmm, Tarring, Side Protection, Berm Concrete
Basic Detail
Tender No ET/03/HED/AEE/MPBY/2021-22 DATED 18.09.2021
Bidding Type Tender
Location
City Thottada
State Kerala
Key Dates
Publish Date 20 Sep 2021
Submission Date 07 Oct 2021
Open Date 11 Oct 2021
Finance
Tender Value 9.96 Lakhs
Tender Fee 2200
EMD 15000
Exemption Not Available
Document List
59aa75a0-c0fb-4282-9e82-a4a75cd3ec8d.html
BOQ_626602.xls
Layout.pdf
PREE.pdf
sbd.pdf
SIDE.pdf
Tendernotice_1.pdf

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Tender Timeline

Sep 20, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 07, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 11, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

59aa75a0-c0fb-4282-9e82-a4a75cd3ec8d.html

xls

BOQ_626602.xls

pdf

Layout.pdf

pdf

PREE.pdf

pdf

sbd.pdf

pdf

SIDE.pdf

pdf

Tendernotice_1.pdf

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