Kerala

Technical BO

Works

Civil Works - Roads

No.232/26,MAINTENANCE OF KRISHI BHAVAN ENTRANCE-MAINTENANCE WORK

Local Self Government Department

NARANAGANM ALUNKAL | Pathanamthitta, Kerala

Amount: ₹96,880Closes: 20 Jun 202619 Jun 2026Closed

Timeline

Published12 Jun 2026
Closed20 Jun 2026
Technical Evaluation—
Award—

Bids

2 Bids20 Jun 2026

#	Company	Status
1	AJIMON K Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	JAIMES MATHEW Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 20 Jun 2026Submission Ends:19 Jun 202620 Jun 2026

Date changes

Download Ends19 Jun 202620 Jun 2026Submission Ends19 Jun 202620 Jun 2026

Tender Value

₹96,880

EMD Value

₹2,422

Closing Date

20 Jun 2026, 4:15 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o Asst. engineer,LID EW,Naranganam GP

Work Description

MAINTENANCOF KRISHIBHAVAN STEPS

Tender Information

Tender ID

2026_LSGD_855513_7

Reference Number

ET1/AE/LIDEW/NNGM/11/06/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

100 days

Location

NARANAGANM ALUNKAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ IN EXCEL (.xls)

RequiredLICENSE AND GST REGISTRATION (.pdf)

RequiredIPACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredPRELIMINARY AGREEMET (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,422

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Jun 2026

Published

12 Jun 2026

Bid Opening

20 Jun 2026

Download Starts

12 Jun 2026

Download Ends

20 Jun 2026

Submission Starts

12 Jun 2026

Clarification Period

12 Jun 2026 - 18 Jun 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Krishibhavan Foot Step Maintenance
1.001	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	2,542	₹2,539.46
1.002	OD399147/2025-2026:Labour Required For Cleaning	-	each	1,082.18	-
1.003	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	257.63	-
1.004	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	1	sqm	134.19	₹134.06
1.005	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	7,932.89	-
1.006	16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.	1	sqm	1,192.59	₹1,191.4
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1	sqm	386.16	₹385.77
1.008	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	9,235.97	-
1.009	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	6,831.14	-

Stage Documents

Stage Summary Snapshot

stage.html

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Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.73 MB

BOQ_1445950.xls

BOQ • 0.32 MB

AFF.pdf

Tender Documents • 0.28 MB

PAG.pdf

Tender Documents • 0.29 MB

FOT.pdf

Tender Documents • 0.25 MB

IPAC.pdf

Tender Documents • 0.23 MB

EPAY.pdf

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Corrigendum Documents

CORRIGENDUMNEW.pdf

PDF • 0.18 MB

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Company

AJIMON K

Admitted-Fee/PreQual/Technical/Finance

JAIMES MATHEW

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Krishibhavan Foot Step Maintenance
1.001	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	2,542	₹2,539.46
1.002	OD399147/2025-2026:Labour Required For Cleaning	-	each	1,082.18	-
1.003	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	257.63	-
1.004	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	1	sqm	134.19	₹134.06
1.005	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	7,932.89	-
1.006	16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.	1	sqm	1,192.59	₹1,191.4
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1	sqm	386.16	₹385.77
1.008	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	9,235.97	-
1.009	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	6,831.14	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Krishibhavan Foot Step Maintenance

1.001

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

cum

2,542

₹2,539.46

1.002

OD399147/2025-2026:Labour Required For Cleaning

each

1,082.18

1.003

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

257.63

1.004

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

sqm

134.19

₹134.06

1.005

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

7,932.89

1.006

16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

sqm

1,192.59

₹1,191.4

1.007

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

sqm

386.16

₹385.77

1.008

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

9,235.97

1.009

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

cum

6,831.14