Public Administrative Department Government Departments Closing in 0 days TDR #38491821

Tender For Ncfrw-Ncfrw 2022-23 Peringamala Thettivila Sreekrishnaswami Temple Road -Ncfrw-General Civil Work

Issued by Government Departments · nemom, Kerala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Jul 2023
0 days left
EMD
21185
Bank guarantee accepted
Document Fee
1870
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Ncfrw-Ncfrw 2022-23 Peringamala Thettivila Sreekrishnaswami Temple Road -Ncfrw-General Civil Work

BOQ

Work Name:NCFRW-NCFRW 2022-23 PERINGAMALA THETTIVILA SREEKRISHNASWAMI TEMPLE ROAD -NCFRW-General Civil Work
Sl. No. Item Description
1ROAD
2OD400905/2022-2023:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3OD400906/2022-2023:Filling with Quarry Muck 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
44.9:Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead
55.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
65.1.1a:Prime Coat :- Low porosityProviding 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
75.2.3a:Tack Coat 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.
85.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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-65Providing, 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 By Manual Means(II) Bitumen (S-65)
105.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65Providing 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 510A. By Manual Means :- Case - III : Type C(II) Bitumen (S-65)
11OD400879/2022-2023:berm concrete :Providing Plain cement concrete for berm concrete work(without form work) CC 1:2:4(1 cement: 2 fineaggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification(i) Nominal mix (1:2:4)
12OD400880/2022-2023:S/F name board of size 75x60 cm installed in the appropriate place visible to thepublic made of brick wall with granite plaque should be inserted and engraving letters etc complete as perthe direction of deptl officers at site.

AI Tender Summary

OUR REF NO 38491821
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 13-07-2023
Authority
Authority Name Local Self Government Department
Work Description Ncfrw-Ncfrw 2022-23 Peringamala Thettivila Sreekrishnaswami Temple Road -Ncfrw-General Civil Work
Basic Detail
Tender No 6/AEE/NBP/NCFRW/23-24
Bidding Type Tender
Location
City nemom
State Kerala
Key Dates
Publish Date 05 Jul 2023
Submission Date 13 Jul 2023
Open Date 15 Jul 2023
Finance
Tender Value Ref. Documents
Tender Fee 1870
EMD 21185
Exemption Not Available
Document List
Tendernotice_6.pdf
Tendernotice_7.pdf
e1358776-ae15-4500-9612-2a96172ece55.html
BOQ_865899.xls
PERINGAMALAsbd.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf

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Tender Timeline

Jul 05, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 13, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 15, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_6.pdf

pdf

Tendernotice_7.pdf

html

e1358776-ae15-4500-9612-2a96172ece55.html

xls

BOQ_865899.xls

pdf

PERINGAMALAsbd.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

Disclaimer

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