Kerala

Technical BO

Works

Civil Works - Others

GENERAL Side protection Kumbamkallu Thodupuzha Municipality Side protection of Kumbamkallu thodu in ward no. 17 of Thodupuzha Municipality General Civil Work

Irrigation Department

Thodupuzha Municipality | Idukki, Kerala

Amount: ₹18.1 LCloses: 18 May 2026Closed

Timeline

Published8 May 2026
Closed18 May 2026
Technical Evaluation—
Award—

Bids

1 Bid19 May 2026

#	Company	Status
1	UNNIKRISHNAN K S Admitted-Fee/PreQual/Technical/Finance KIZHAKKAKKARA HOUSE PALAKUZHA P O MUVATTUPUZHA KERALA \| ERNAKULAM \| KERALA \| 680667	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹18.1 L

EMD Value

₹45,138

Closing Date

18 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer M I Division IDUKKI KATTAPPANA

Work Description

Side protection work

Tender Information

Tender ID

2026_Irrig_845977_2

Reference Number

IRR/IA/TR/7863/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

270 days

Location

Thodupuzha Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary agreement (.pdf)

RequiredBOQ (.xls)

RequiredE- payment requisition (.pdf)

RequiredSBD Documents (.pdf)

RequiredForm of Integrity pact and Affidavit (.pdf)

RequiredBidsubmission letter (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹45,138

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 May 2026

Published

8 May 2026

Bid Opening

19 May 2026

Download Starts

8 May 2026

Download Ends

18 May 2026

Submission Starts

8 May 2026

Clarification Period

8 May 2026 - 18 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION
1.001	16.22:Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately),	-	each	-	-
1.002	60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.	-	metre	-	-
1.003	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.004	2.6.1:Earth 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	-	cum	-	-
1.005	60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	-	each	-	-
1.006	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.007	60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
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	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1435722.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.05 MB

Work Item Documents

Preliminaryagreement.pdf

Tender Documents • 0.58 MB

BOQ_1435722.xls

BOQ • 0.30 MB

Affidavitintegrity.pdf

Tender Documents • 0.38 MB

Requisition.pdf

Tender Documents • 0.31 MB

viewsbd.pdf

Tender Documents • 1.90 MB

Bidsubmissionleter.pdf

Tender Documents • 0.40 MB

Ready to Participate?

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Company

UNNIKRISHNAN K S

Admitted-Fee/PreQual/Technical/Finance

KIZHAKKAKKARA HOUSE PALAKUZHA P O MUVATTUPUZHA KERALA | ERNAKULAM | KERALA | 680667

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION
1.001	16.22:Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately),	-	each	-	-
1.002	60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.	-	metre	-	-
1.003	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.004	2.6.1:Earth 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	-	cum	-	-
1.005	60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	-	each	-	-
1.006	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.007	60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
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	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SIDE PROTECTION

1.001

16.22:Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately),

each

1.002

60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

metre

1.003

60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.004

2.6.1:Earth 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

cum

1.005

60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.

each

1.006

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.007

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

cum

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

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

cum