Kerala

To Be Opened

Works

Civil Works - Roads

MLA-SDF-MLA-SDF, 2024-25,ANOOP JACOB MLA -PAITTAKKULAM AATHANI THAZHAM ROAD-DIVISION 03- PAITTAKKULAM AATHANI THAZHAM ROAD-DIVISION 03

Local Self Government Department

koothattukulam | Ernakulam, Kerala

Amount: ₹2.5 LCloses: 21 Aug 202619 Aug 2026Closed

Timeline

Published10 Aug 2026
Closed21 Aug 202619 Aug 2026
Bid Opening22 Aug 202621 Aug 2026

Corrigenda

Corrigendum

1 updatesLatest on 20 Aug 2026Submission Ends:19 Aug 202621 Aug 2026

Date changes

Download Ends19 Aug 202621 Aug 2026Submission Ends19 Aug 202621 Aug 2026Bid Opening21 Aug 202622 Aug 2026

Tender Value

₹2.5 L

EMD Value

₹6,244

Closing Date

21 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

assistant engineer

Address

office of the assistant engineer

Work Description

This Estimate is prepared for the MLA SDF 2024-25 Anoop Jacob MLA Paittakkulam Aathanithazham road-division 03.Provisions in included in the estimate are construction of subgrade,wmm,Prime coat,Tack coat, MSS surfacing

Tender Information

Tender ID

2026_LSGD_839467_4

Reference Number

E21/KKLM/MLA-SDF/24-25/AATHANI

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

koothattukulam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no.1 Part -VI (.pdf)

RequiredIntegrity Pact Certificate as per item no.3 Part -VI (.pdf)

RequiredPreliminary agreement as per item no-2 Part-VI (.pdf)

RequiredRequisition for e-payment as per item no-6 Part-VI (.pdf)

RequiredAffidavit as per item no-4 Part -VI (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBOQ (.xls)

RequiredEPAYMENT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹6,244

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Aug 2026

Published

10 Aug 2026

Bid Opening

22 Aug 2026

Download Starts

10 Aug 2026

Download Ends

21 Aug 2026

Submission Starts

10 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of new road
1.001	OD269413/2025-2026:Sectioning up to 150mm and forming the old surface for OLD road way levelling cambering etc complete as per direction of engineer in charge	-	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, 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	-	cum	-	-
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	-	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	-	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, 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 By Manual Means Type A (II) Bitumen (S-65)	-	sqm	-	-
1.006	OD263150/2025-2026:Supplying and fixing in place granite name board including engraving and painting letters etc complete as per the direction of Engineer -in -charge	-	sqm	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

viewnitsdf.pdf

Tender Documents • 0.02 MB

viewsbdsdf.pdf

Tender Documents • 1.72 MB

BOQ_1463580.xls

BOQ • 0.30 MB

Corrigendum Documents

timeextensioncorrigendum.pdf

PDF • 0.15 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of new road
1.001	OD269413/2025-2026:Sectioning up to 150mm and forming the old surface for OLD road way levelling cambering etc complete as per direction of engineer in charge	-	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, 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	-	cum	-	-
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	-	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	-	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, 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 By Manual Means Type A (II) Bitumen (S-65)	-	sqm	-	-
1.006	OD263150/2025-2026:Supplying and fixing in place granite name board including engraving and painting letters etc complete as per the direction of Engineer -in -charge	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1construction of new road

1.001

OD269413/2025-2026:Sectioning up to 150mm and forming the old surface for OLD road way levelling cambering etc complete as per direction of engineer in charge

sqm

1.002

4.9:Wet Mix Macadam Providing, 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

cum

1.003

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

sqm

1.004

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.

sqm

1.005

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, 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 By Manual Means Type A (II) Bitumen (S-65)

sqm

1.006

OD263150/2025-2026:Supplying and fixing in place granite name board including engraving and painting letters etc complete as per the direction of Engineer -in -charge

sqm