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Annual Plan-2026-2027/PALA MUNICIPALITY-PROJECT NO. 10/27- KOCHIDAPPADY KAVEEKUNNU ROAD MAINTENANCE WARD 9-General Civil Work

Local Self Government Department

Pala Municipality | Kottayam, Kerala

Amount: ₹7.2 LCloses: 29 Oct 2026

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Timeline

Published17 Oct 2026
Closes29 Oct 2026
Bid Opening31 Oct 2026

Tender Value

₹7.2 L

EMD Value

₹18,002

Closing Date

29 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

AEE, Pala Municipality

Address

Office of the Assistant Executive Engineer, Pala Municipality

Work Description

Annual Plan-2026-2027/PALA MUNICIPALITY-PROJECT NO. 10/27- KOCHIDAPPADY KAVEEKUNNU ROAD MAINTENANCE WARD 9-General Civil Work

Tender Information

Tender ID

2026_LSGD_880281_6

Reference Number

ET-002/2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Pala Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittance (.pdf)

RequiredBid submission letter (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredE-payment form (.pdf)

RequiredAffidavit (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with nit (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,590

EMD Fee Amount

₹18,002

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

31 Oct 2026

Download Starts

17 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring & Interlocking
1.001	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.	42.8	sqm	-	-
1.002	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.	43.12	sqm	-	-
1.003	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.	1,084	sqm	-	-
1.004	OD53221/2026-2027:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)	1,084	sqm	-	-
1.005	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	200	sqm	-	-
1.006	OD53222/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504	200	per sqm	-	-
1.007	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)	5.4	cum	-	-
1.008	OD53223/2026-2027:Supplying and fixing information board 75X60 cm size using GI pipe and post 1 mm thick GI sheet MS angle frame painting lettering and fixing in position as per the direction of e-i-c	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.53 MB

Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 0.04 MB

Tendernotice_4.pdf

PDF • 0.29 MB

Tendernotice_5.pdf

PDF • 0.33 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1497103.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 2.19 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring & Interlocking
1.001	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.	42.8	sqm	-	-
1.002	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.	43.12	sqm	-	-
1.003	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.	1,084	sqm	-	-
1.004	OD53221/2026-2027:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)	1,084	sqm	-	-
1.005	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	200	sqm	-	-
1.006	OD53222/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504	200	per sqm	-	-
1.007	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)	5.4	cum	-	-
1.008	OD53223/2026-2027:Supplying and fixing information board 75X60 cm size using GI pipe and post 1 mm thick GI sheet MS angle frame painting lettering and fixing in position as per the direction of e-i-c	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retarring & Interlocking

1.001

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.

42.8

sqm

1.002

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.

43.12

sqm

1.003

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.

1,084

sqm

1.004

OD53221/2026-2027:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)

1,084

sqm

1.005

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

200

sqm

1.006

OD53222/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

200

per sqm

1.007

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)

5.4

cum

1.008

OD53223/2026-2027:Supplying and fixing information board 75X60 cm size using GI pipe and post 1 mm thick GI sheet MS angle frame painting lettering and fixing in position as per the direction of e-i-c

each