Kerala

Active

Works

Civil Works - Roads

Annual Plan-Kondotty Municipality-2026-2027- Elaneerkara Karyampurath Para Road Retarring in ward no.30-P no.204/27-General Civil Work

Local Self Government Department

KONDOTTY MUNICIPALITY | Malappuram, Kerala

Amount: ₹4.2 LCloses: 15 Oct 20264d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,586

Closing Date

15 Oct 2026, 4:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID EW KONDOTTY MUNICIPALITY

Work Description

Annual Plan-Kondotty Municipality-2026-2027- Elaneerkara Karyampurath Para Road Retarring in ward no.30-P no.204/27-General Civil Work

Tender Information

Tender ID

2026_LSGD_876689_8

Reference Number

1/26-27/AE/LSGD/KDTY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KONDOTTY MUNICIPALITY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredPRELIMINARYAGREEMENT (.pdf)

RequiredINTEGRITY (.pdf)

RequiredEPAYMENT (.pdf)

RequiredVALIDREGISTRATIONCERTIFICATE (.pdf)

RequiredFEEREMITTENCE (.pdf)

RequiredGST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

EMD Fee Amount

₹10,586

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Improvements
1.001	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.	92	sqm	-	-
1.002	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	87.75	sqm	-	-
1.003	5.2.1a:Tack Coat<br> 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.	980	sqm	-	-
1.004	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	980	sqm	-	-
1.005	OD227913/2026-2027:Providing and fixing Granite of any color and shade for name board of required size laid over base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all levels including lettering and fixing	1	each	-	-

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 • 0.26 MB

Work Item Documents

BOQ_1489380.xls

BOQ • 0.30 MB

generalestpdfview.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 1.89 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
1Road Improvements
1.001	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.	92	sqm	-	-
1.002	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	87.75	sqm	-	-
1.003	5.2.1a:Tack Coat<br> 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.	980	sqm	-	-
1.004	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	980	sqm	-	-
1.005	OD227913/2026-2027:Providing and fixing Granite of any color and shade for name board of required size laid over base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all levels including lettering and fixing	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Improvements

1.001

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.

sqm

1.002

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

87.75

sqm

1.003

5.2.1a: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.

980

sqm

1.004

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

980

sqm

1.005

OD227913/2026-2027:Providing and fixing Granite of any color and shade for name board of required size laid over base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all levels including lettering and fixing

each