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Civil Works - Roads

Renovation of Muringoth manappuram Chathanatt road in ward no 14 of Thycattussery GP-General Civil Work

Local Self Government Department

LID EW Thycattussery | Alappuzha, Kerala

Amount: ₹5.6 LCloses: 3 Oct 20265d left

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹5.6 L

EMD Value

₹13,893

Closing Date

3 Oct 2026, 11:00 am5d left

Tender Inviting Organisation

Name

The Assistant Engineeer

Address

The Assistant Engineer, LSGD Section, Thycattusserry Grama Panchayat

Work Description

Annual Plan-TSYGP 2026-27/Proj no 177/27- Renovation of Muringoth Manappuram - Chathanatt road-Renovation of Muringoth manappuram Chathanatt road in ward no 14 of Thycattussery GP-General Civil Work

Tender Information

Tender ID

2026_LSGD_872934_1

Reference Number

06/3/AE/LIDEW/TSY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

LID EW Thycattussery

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredGST CERTIFICATE (.pdf)

RequiredSIGNED COPY OF CONTRACTORS LICENCE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,225

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,893

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1I nterlock tiling
1.001	OD83352/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller	152	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	15.2	cum	-	-
1.003	OD213187/2026-2027:Providing and laying 80 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 6.7mm size stone aggregate, etc. all complete as per the direction of Engineer-in-charge.(Thycattussery BP) DSR 2021	147.25	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	3.88	cum	-	-
2Side protection
2.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	15.41	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.	39.73	cum	-	-
2.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	1.22	cum	-	-
2.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.09	tonne	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

sbd.pdf

Tender Documents • 1.66 MB

BOQ_1480550.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1I nterlock tiling
1.001	OD83352/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller	152	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	15.2	cum	-	-
1.003	OD213187/2026-2027:Providing and laying 80 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 6.7mm size stone aggregate, etc. all complete as per the direction of Engineer-in-charge.(Thycattussery BP) DSR 2021	147.25	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	3.88	cum	-	-
2Side protection
2.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	15.41	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.	39.73	cum	-	-
2.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	1.22	cum	-	-
2.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.09	tonne	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1I nterlock tiling

1.001

OD83352/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller

152

sqm

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

15.2

cum

1.003

OD213187/2026-2027:Providing and laying 80 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 6.7mm size stone aggregate, etc. all complete as per the direction of Engineer-in-charge.(Thycattussery BP) DSR 2021

147.25

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

3.88

cum

2Side protection

2.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

15.41

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.

39.73

cum

2.003

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

1.22

cum

2.004

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.09

tonne