Kerala

Active

Works

Civil Works - Roads

LAC-ADS- Sri Mathew .T.Thomas MLA Thiruvalla Constituency -Chechakunnilpadi Paaradimundakom Road in Kaviyoor GP -General Civil Work

Local Self Government Department

Pathanamthitta, Kerala

Amount: ₹8.5 LCloses: 3 Oct 20266d left

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,184

Closing Date

3 Oct 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA

Work Description

LAC-ADS- Sri Mathew .T.Thomas MLA Thiruvalla Constituency -Chechakunnilpadi Paaradimundakom Road in Kaviyoor GP -General Civil Work

Tender Information

Tender ID

2026_LSGD_871561_1

Reference Number

01/2026-27/EE/LID and EW/PTA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

PATHANAMTHITTA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED AND SCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED AND SCANNED COPY OF E- PAYMENT FORM (.pdf)

RequiredSIGNED AND SCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED AND SCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED AND SCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED AND SCANNED COPY OF NIT AND SBD (.pdf)

RequiredTENDER SCHEDULE (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

EMD Fee Amount

₹21,184

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

24 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concreting
1.001	OD443847/2025-2026:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the Aggregate received from Scarifying with Static Roller.	51	sqm	-	-
1.002	OD483930/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade 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.	2.55	cum	-	-
1.003	OD443849/2025-2026: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.	5.4	cum	-	-
1.004	OD511771/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	37.68	cum	-	-
1.005	75.8.1: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)	66.64	cum	-	-
1.006	OD443850/2025-2026:Providing and fixing Good quality Granite Name Board with Lettering Including all cost of materials Conveyance ,Labour Charge etc Complete(MoRD)..	1	each	-	-
2Side protection DR
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	4.8	cum	-	-
2.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	10.72	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.23 MB

Work Item Documents

PRE001.pdf

Tender Documents • 0.26 MB

Ipact.pdf

Tender Documents • 0.23 MB

FOT001.pdf

Tender Documents • 0.25 MB

Affi001.pdf

Tender Documents • 0.24 MB

BOQ_1477340.xls

BOQ • 0.30 MB

SBD1.pdf

Tender Documents • 2.14 MB

Epay.pdf

Tender Documents • 0.23 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 Concreting
1.001	OD443847/2025-2026:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the Aggregate received from Scarifying with Static Roller.	51	sqm	-	-
1.002	OD483930/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade 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.	2.55	cum	-	-
1.003	OD443849/2025-2026: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.	5.4	cum	-	-
1.004	OD511771/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	37.68	cum	-	-
1.005	75.8.1: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)	66.64	cum	-	-
1.006	OD443850/2025-2026:Providing and fixing Good quality Granite Name Board with Lettering Including all cost of materials Conveyance ,Labour Charge etc Complete(MoRD)..	1	each	-	-
2Side protection DR
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	4.8	cum	-	-
2.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	10.72	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Concreting

1.001

OD443847/2025-2026:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the Aggregate received from Scarifying with Static Roller.

sqm

1.002

OD483930/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade 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.

2.55

cum

1.003

OD443849/2025-2026: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.

5.4

cum

1.004

OD511771/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

37.68

cum

1.005

75.8.1: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)

66.64

cum

1.006

OD443850/2025-2026:Providing and fixing Good quality Granite Name Board with Lettering Including all cost of materials Conveyance ,Labour Charge etc Complete(MoRD)..

each

2Side protection DR

2.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

4.8

cum

2.002

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

10.72

cum