Kerala

To Be Opened

Works

Civil Works - Buildings

CHU PRO. NO.194/26-27-PAKALVEEDU MAINTANACE ward 8

Local Self Government Department

CHOORNIKKARA GP | Ernakulam, Kerala

Amount: ₹4.2 LCloses: 24 Aug 202624 Aug 2026Closed

Timeline

Published17 Aug 2026
Closed24 Aug 2026
Bid Opening29 Aug 2026

Corrigenda

Corrigendum

2 updatesLatest on 24 Aug 2026Submission Ends:24 Aug 202624 Aug 2026

Date changes

Download Ends24 Aug 202624 Aug 2026Submission Ends24 Aug 202624 Aug 2026

Tender Value

₹4.2 L

EMD Value

₹10,579

Closing Date

24 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o The ASSISTANT ENGINEER, LIDEW SECTION CHOORNIKKARA GP

Work Description

MAINTANACE

Tender Information

Tender ID

2026_LSGD_865765_1

Reference Number

22/AE/C/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

CHOORNIKKARA GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Duly filled and signed bid submission form (.pdf)

Requiredcopy of Preliminary agreement in stamp paper worth Rs.200/-duly filled and signed by the contractor (.pdf)

RequiredScanned attested copy of contractors registration certificate and GST registration certificate (.pdf)

RequiredScanned copy of Affidavit in stamp paper worth Rs.200/- duly filled and signed by the contractor. (.pdf)

RequiredScanned copy of Duly filled and signed requisition form for epayment and format for Integrity Pact (.pdf)

RequiredSBD duly digitally signed by contractor (.pdf)

RequiredTender Schedule (should be rounded to two decimals, others will be rejected) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

EMD Fee Amount

₹10,579

Important Dates

Last Activity

24 Aug 2026

Published

17 Aug 2026

Bid Opening

29 Aug 2026

Download Starts

17 Aug 2026

Download Ends

24 Aug 2026

Submission Starts

17 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1civil works
1.001	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	-	-
1.002	OD117934/2026-2027: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	-	-
1.003	7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)	-	cum	-	-
1.004	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.005	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1	kilogram	-	-
1.006	50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.007	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.	1	cum	-	-
1.008	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	-	cum	-	-
1.009	OD117954/2026-2027:Providing and laying 60mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size design &amp; shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge, for light to medium traffic areas	1	sqm	-	-

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

AFFIDAVIT.pdf

Tender Documents • 0.17 MB

bidsubmissionform.pdf

Tender Documents • 0.18 MB

PreliminaryAgreement.pdf

Tender Documents • 0.32 MB

Requisitionfore-payment.pdf

Tender Documents • 0.17 MB

INTEGRITY.pdf

Tender Documents • 0.20 MB

sbd194.pdf

Tender Documents • 1.69 MB

BOQ_1465168.xls

BOQ • 0.26 MB

Corrigendum Documents

TIMEEXTENTION1.pdf

PDF • 0.18 MB

TIMEEXTENTION.pdf

PDF • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1civil works
1.001	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	-	-
1.002	OD117934/2026-2027: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	-	-
1.003	7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)	-	cum	-	-
1.004	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.005	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1	kilogram	-	-
1.006	50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.007	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.	1	cum	-	-
1.008	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	-	cum	-	-
1.009	OD117954/2026-2027:Providing and laying 60mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size design &amp; shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge, for light to medium traffic areas	1	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1civil works

1.001

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

1.002

OD117934/2026-2027: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

1.003

7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

1.004

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

cum

1.005

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

kilogram

1.006

50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

cum

1.007

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

cum

1.008

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

cum

1.009

OD117954/2026-2027:Providing and laying 60mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size design &amp; shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge, for light to medium traffic areas

sqm