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Civil Works - Roads

Annual Plan Vallathol Nagar GP Pro No 33 27 B P MANI ROAD RETARING DRAIN RECONSTRUCTION WARD 3 General Civil Work

Local Self Government Department

VALLATHOL NAGAR GRAMA PANCHAYATH | Thrissur, Kerala

Amount: ₹9.3 LCloses: 23 Sept 202622 Sept 2026Closed

Timeline

Published11 Sept 2026
Closed23 Sept 202622 Sept 2026
Bid Opening23 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 22 Sept 2026Submission Ends:22 Sept 202623 Sept 2026

Date changes

Download Ends22 Sept 202623 Sept 2026Submission Ends22 Sept 202623 Sept 2026

Tender Value

₹9.3 L

EMD Value

₹23,297

Closing Date

23 Sept 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

AE LID EW

Address

VALLATHOL NAGAR GRAMA PANCHAYATH

Work Description

Annual Plan Vallathol Nagar GP Pro No 33 27 B P MANI ROAD RETARING DRAIN RECONSTRUCTION WARD 3 General Civil Work

Tender Information

Tender ID

2026_LSGD_868575_9

Reference Number

Etdr/03/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

VALLATHOL NAGAR GRAMA PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBDNIT (.pdf)

RequiredSCANNED COPY OF PANCARD (.pdf)

RequiredSCANNED COPY OF BIDDER REGISTTRATION CERTIFICATE (.pdf)

RequiredSCANNED COPY OF GST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,055

EMD Fee Amount

₹23,297

Important Dates

Last Activity

23 Sept 2026

Published

11 Sept 2026

Bid Opening

23 Sept 2026

Download Starts

11 Sept 2026

Download Ends

23 Sept 2026

Submission Starts

11 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Drain
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	45.76	cum	-	-
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. <br>(ii) Using Gravel mix soil.	0.96	cum	-	-
1.003	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	11.44	cum	-	-
1.004	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	41.47	cum	-	-
1.005	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	0.8	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.14	tonne	-	-
1.007	OD25914/2026-2027:engaging man mazdoor miscellaneous works	2	Day	-	-
2Retaring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	31.3	sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

AFFIDAVIT.pdf

Tender Documents • 0.24 MB

PREAGREE.pdf

Tender Documents • 0.26 MB

FOT.pdf

Tender Documents • 0.25 MB

BOQ_1471204.xls

BOQ • 0.31 MB

SBDNIT.pdf

Tender Documents • 1.86 MB

Corrigendum Documents

corrigendumsep.pdf

PDF • 0.39 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Drain
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	45.76	cum	-	-
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. <br>(ii) Using Gravel mix soil.	0.96	cum	-	-
1.003	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	11.44	cum	-	-
1.004	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	41.47	cum	-	-
1.005	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	0.8	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.14	tonne	-	-
1.007	OD25914/2026-2027:engaging man mazdoor miscellaneous works	2	Day	-	-
2Retaring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	31.3	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Drain

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

45.76

cum

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. <br>(ii) Using Gravel mix soil.

0.96

cum

1.003

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

11.44

cum

1.004

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

41.47

cum

1.005

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

0.8

cum

1.006

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

2.14

tonne

1.007

OD25914/2026-2027:engaging man mazdoor miscellaneous works

Day

2Retaring

2.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

31.3

sqm