Kerala

Cancelled

Works

Civil Works - Others

RKI Improved Infrastructural facilities in Thrissur Ponnani kole lands P3-Improvmnts to Anthikkad Padasekharam Constructn of Box Culvert 1VCB 1Strengthening of Bund in Nattika in Thrissur

The Kerala Land Development Corporation Ltd

Anthikkad Padasekharam in Nattika in Thrissur | Thrissur, Kerala

Amount: ₹1.1 CrCloses: 29 Jul 2026Closed

Timeline

Published18 Jul 2026
Closed29 Jul 2026
Cancelled5 Sept 2026

Cancellation Details

Cancellation of Tender

CANCELLATION CORRIGENDUMCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 5 Sept 2026

Tender Value

₹1.1 Cr

EMD Value

₹50,000

Closing Date

29 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

CONSTRUCTION ENGINEER KLDC Ltd, Thrissur

Address

Office of the Construction Engineer, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020

Work Description

App A- Construction of Box Culvert 1 No. Construction of V C B 1 No. Strengthening of Bund 3 X 25 m

Tender Information

Tender ID

2026_KLDC_861376_1

Reference Number

KLDC/TSR/2026-27/2(10)

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

330 days

Location

Anthikkad Padasekharam in Nattika in Thrissur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredTENDER DOCUMENT (.pdf)

RequiredADDITIONAL DOCUMENT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

EMD Fee Amount

₹50,000

Important Dates

Last Activity

5 Sept 2026

Published

18 Jul 2026

Bid Opening

1 Aug 2026

Download Starts

18 Jul 2026

Download Ends

29 Jul 2026

Submission Starts

18 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11 Appendix A - Construction of Box Culvert(1no) and Construction of VCB (1nos), and Strengthening of Bund
1.001	OD70958/2026-2027 Supplying and filling at site with contractor's own earth suitable for filling brought from outside, levelling at top at site and banking in layers not exceeding 20 cm in depth,breaking clods, watering, ramming and dressing up in embarkments for bunds, roads, flood banks, marginal banks and guide banks or filling up ground depressions and as per the direction of officers at site, etc. complete.	-	cum	-	-
1.002	60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.	-	metre	-	-
1.003	15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	1	cum	-	-
1.004	60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.005	2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.4	cum	-	-
1.006	60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	-	metre	-	-
1.007	OD78238/2026-2027 Coconut Pile-Driving down coconut piles to line and levels through soft to medium clay soil strata including all the hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end.Details for one post 6m long 15 numbers per day 6x15=90m details for 90m	-	metre	-	-
1.008	4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1	sqm	-	-
1.009	51.2.3 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	0.4	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.29 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.34 MB

Work Item Documents

TenderDocANTHIKKAD.pdf

Tender Documents • 1.23 MB

BOQ_1456743.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11 Appendix A - Construction of Box Culvert(1no) and Construction of VCB (1nos), and Strengthening of Bund
1.001	OD70958/2026-2027 Supplying and filling at site with contractor's own earth suitable for filling brought from outside, levelling at top at site and banking in layers not exceeding 20 cm in depth,breaking clods, watering, ramming and dressing up in embarkments for bunds, roads, flood banks, marginal banks and guide banks or filling up ground depressions and as per the direction of officers at site, etc. complete.	-	cum	-	-
1.002	60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.	-	metre	-	-
1.003	15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	1	cum	-	-
1.004	60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.005	2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.4	cum	-	-
1.006	60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	-	metre	-	-
1.007	OD78238/2026-2027 Coconut Pile-Driving down coconut piles to line and levels through soft to medium clay soil strata including all the hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end.Details for one post 6m long 15 numbers per day 6x15=90m details for 90m	-	metre	-	-
1.008	4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1	sqm	-	-
1.009	51.2.3 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	0.4	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

11 Appendix A - Construction of Box Culvert(1no) and Construction of VCB (1nos), and Strengthening of Bund

1.001

OD70958/2026-2027 Supplying and filling at site with contractor's own earth suitable for filling brought from outside, levelling at top at site and banking in layers not exceeding 20 cm in depth,breaking clods, watering, ramming and dressing up in embarkments for bunds, roads, flood banks, marginal banks and guide banks or filling up ground depressions and as per the direction of officers at site, etc. complete.

cum

1.002

60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.

metre

1.003

15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

cum

1.004

60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.005

2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

0.4

cum

1.006

60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

metre

1.007

OD78238/2026-2027 Coconut Pile-Driving down coconut piles to line and levels through soft to medium clay soil strata including all the hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end.Details for one post 6m long 15 numbers per day 6x15=90m details for 90m

metre

1.008

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

sqm

1.009

51.2.3 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

0.4

cum