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Annual Plan- 2026-27 vellangallur GP -Vattekattukara kovilakathukunnu Road maintenance in ward 8-Project No.282/-2026-27

Local Self Government Department

Konathukunnu | Thrissur, Kerala

Amount: ₹8.5 LCloses: 17 Oct 20267d left

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Timeline

Published9 Oct 2026
Closes17 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,184

Closing Date

17 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LIDEW Wing Vellangallur GP

Work Description

Annual Plan- 2026-27 vellangallur GP -Vattekattukara kovilakathukunnu Road maintenance in ward 8-Project No.282/-2026-27

Tender Information

Tender ID

2026_LSGD_877625_5

Reference Number

02/AE/LIDEW/VGLR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Konathukunnu

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 AFFIDAVIT (.pdf)

Requiredscanned copy of preliminary agreement (.pdf)

Requiredscanned copy of integrity pact certificate (.pdf)

Requiredscanned copy of form of tender (.pdf)

Requiredsbd downloaded from e-tender website (.pdf)

Requiredtender schedule boq (.xls)

Requiredscanned copy of e - payment tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,184

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

9 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RE-Tarring
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	68.31	sqm	-	-
1.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	687.45	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	687.45	sqm	-	-
1.004	OD67381/2026-2027:Providing Name board as per direction of departmental officers.	1	no	-	-
2Cross Drain
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	5.88	cum	-	-
2.002	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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.56	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<br> IV. R.C.C grade M 20	3.55	cum	-	-
2.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.31	tonne	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

NITBD.pdf

Tender Documents • 1.96 MB

BOQ_1491694.xls

BOQ • 0.31 MB

PA.pdf

Tender Documents • 0.26 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFIDAVIT.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RE-Tarring
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	68.31	sqm	-	-
1.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	687.45	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	687.45	sqm	-	-
1.004	OD67381/2026-2027:Providing Name board as per direction of departmental officers.	1	no	-	-
2Cross Drain
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	5.88	cum	-	-
2.002	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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.56	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<br> IV. R.C.C grade M 20	3.55	cum	-	-
2.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.31	tonne	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RE-Tarring

1.001

75.5.5.B.2pb:Modified Penetration Macadam 75 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.

68.31

sqm

1.002

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

687.45

sqm

1.003

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

687.45

sqm

1.004

OD67381/2026-2027:Providing Name board as per direction of departmental officers.

2Cross Drain

2.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

5.88

cum

2.002

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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

0.56

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<br> IV. R.C.C grade M 20

3.55

cum

2.004

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

0.31

tonne