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Civil Works - Roads

Annual Plan Pr No 331/26-27 Pokkanmavu Thalavil High School Road Retarring

Local Self Government Department

AE, LIDEW Section Chembilode Grama Panchayath | Kannur, Kerala

Amount: ₹4.9 LCloses: 15 Oct 20264d left

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Timeline

Published7 Oct 2026
Closes15 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,164

Closing Date

15 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

AE, LIDEW Section Chembilode Grama Panchayath

Address

AE, LIDEW Section Chembilode Grama Panchayath

Work Description

Annual Plan Pr No 331/26-27 Pokkanmavu Thalavil High School Road Retarring

Tender Information

Tender ID

2026_LSGD_876315_6

Reference Number

AE/LIDEW/CHD/T-2/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

AE, LIDEW Section Chembilode Grama Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredvallied scanned copy of gst ,aadhar,licence etc (.pdf)

Requiredprilliminary agreement (.pdf)

Requiredform of tender (.pdf)

Requiredintergrity (.pdf)

Requiredaffidavit (.pdf)

Requiredepayment (.pdf)

Requiredsbd (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,075

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,164

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

7 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
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.	10.69	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	255	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)	255	sqm	-	-
1.004	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.	42.44	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	42.44	cum	-	-
1.006	10.1.1:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)	325	cm	-	-
1.007	OD144111/2026-2027:Supplying and fixing name boards of size 75 cm x 45cm made with GI plain sheets 1,25mm thick (class III) fitted with 35x35x4mmMS angle 2Nos horizontally 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32mm GI pipe vertically 90cm above from GL. and fixing in C.C 1:2:4 ,30cmx30cmx30cm including cost and conveyence of all materials all labour charges, fabricatng etc complete	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

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Tendernotice_5.pdf

PDF • 1.08 MB

Tendernotice_6.pdf

PDF • 0.25 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.94 MB

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1488541.xls

BOQ • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
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.	10.69	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	255	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)	255	sqm	-	-
1.004	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.	42.44	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	42.44	cum	-	-
1.006	10.1.1:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)	325	cm	-	-
1.007	OD144111/2026-2027:Supplying and fixing name boards of size 75 cm x 45cm made with GI plain sheets 1,25mm thick (class III) fitted with 35x35x4mmMS angle 2Nos horizontally 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32mm GI pipe vertically 90cm above from GL. and fixing in C.C 1:2:4 ,30cmx30cmx30cm including cost and conveyence of all materials all labour charges, fabricatng etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring

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.

10.69

sqm

1.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

255

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)

255

sqm

1.004

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.

42.44

cum

1.005

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

42.44

cum

1.006

10.1.1:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)

325

1.007

OD144111/2026-2027:Supplying and fixing name boards of size 75 cm x 45cm made with GI plain sheets 1,25mm thick (class III) fitted with 35x35x4mmMS angle 2Nos horizontally 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32mm GI pipe vertically 90cm above from GL. and fixing in C.C 1:2:4 ,30cmx30cmx30cm including cost and conveyence of all materials all labour charges, fabricatng etc complete

each