Public Administrative Department Government Departments Closing in 0 days TDR #39190275

Annual Plan-Annual Plan 2023-24, Project No 50-Improvements Of Kollasserithara Junction - Ayanuvelil Road Chunakkara Gp-General Civil Work

Issued by Government Departments · chunakkara, Kerala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2023
0 days left
EMD
19581
Bank guarantee accepted
Document Fee
1730
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Annual Plan-Annual Plan 2023-24, Project No 50-Improvements Of Kollasserithara Junction - Ayanuvelil Road Chunakkara Gp-General Civil Work

BOQ

Work Name:Annual Plan-Annual plan 2023-24, Project No 50-Improvements of kollasserithara Junction - Ayanuvelil road Chunakkara GP-General Civil Work
Sl. No. Item Description
1Maintenance
2OD63881/2023-2024:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4
34.9: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
475.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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
575.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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.
675.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction 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.
775.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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.
875.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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.
975.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means(II) Bitumen (S-65)
1075.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding 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 MeansCase III : Type C(II) Bitumen (S-65)
11OD63882/2023-2024:Surface dressing of the ground in All kinds of soil including removing vegetation andinequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
1275.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course 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 perspecification(i) Nominal mix (1:2:4)
13Drain
143.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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
15OD65862/2023-2024:Providing concrete for plain/reinforced concrete in open foundations complete as per 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)
1611.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
1775.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4)
1811.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
1911.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

AI Tender Summary

OUR REF NO 39190275
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 21-08-2023
Authority
Authority Name Local Self Government Department
Work Description Annual Plan-Annual Plan 2023-24, Project No 50-Improvements Of Kollasserithara Junction - Ayanuvelil Road Chunakkara Gp-General Civil Work
Basic Detail
Tender No 01/AE/LIDEW/CGP/2023-24
Bidding Type Tender
Location
City chunakkara
State Kerala
Key Dates
Publish Date 14 Aug 2023
Submission Date 21 Aug 2023
Open Date 25 Aug 2023
Finance
Tender Value Ref. Documents
Tender Fee 1730
EMD 19581
Exemption Not Available
Document List
pa.pdf
Tendernotice_1.pdf
viewsbd.pdf
BOQ_882448.xls
epaymentform.pdf
formoft.pdf
integrtypct.pdf
5f3633ec-1962-496e-95fa-895b33d9e79a.html
affidavit.pdf
nitt.pdf

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Tender Timeline

Aug 14, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 21, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 25, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

pa.pdf

pdf

Tendernotice_1.pdf

pdf

viewsbd.pdf

xls

BOQ_882448.xls

pdf

epaymentform.pdf

pdf

formoft.pdf

pdf

integrtypct.pdf

html

5f3633ec-1962-496e-95fa-895b33d9e79a.html

pdf

affidavit.pdf

pdf

nitt.pdf

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