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Civil Works - Roads

Annual Plan- Kalloorkad GP. Proj No. 211/27 Ezhanikkattu Road Maintenance Ward 9

Local Self Government Department

Kalloorkad | Ernakulam, Kerala

Amount: ₹6.1 LCloses: 22 Oct 20263d left

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Timeline

Published14 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹6.1 L

EMD Value

₹15,253

Closing Date

22 Oct 2026, 2:00 pm3d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LSGD, LID and EW Section, Kalloorkad G.P. 686668

Work Description

Annual Plan- Kalloorkad GP. Proj No. 211/27 Ezhanikkattu Road Maintenance Ward 9

Tender Information

Tender ID

2026_LSGD_879606_1

Reference Number

24/T1/27/AE/KKD/LSGD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kalloorkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredAffiadavit (.pdf)

RequiredE_payment_Form (.pdf)

RequiredBid_Security_and_Fee (.pdf)

RequiredForm_of_Tender (.pdf)

RequiredIntegrity_Pact (.pdf)

RequiredPreliminary_Agreement (.pdf)

RequiredSBD (.pdf)

RequiredContractors_Registration (.pdf)

RequiredGST_Registration (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,350

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,253

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

14 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	115.68	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.	782.5	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)	782.5	sqm	-	-
1.004	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.	120	sqm	-	-
1.005	OD198088/2026-2027: Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness etc all compete as per the the direction of Engineer in charge	112	sqm	-	-
1.006	OD198089/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1	13.97	cum	-	-

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 • 0.26 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.35 MB

Tendernotice_5.pdf

PDF • 0.27 MB

Tendernotice_6.pdf

PDF • 0.25 MB

Tendernotice_7.pdf

PDF • 0.27 MB

Tendernotice_8.pdf

PDF • 1.65 MB

Work Item Documents

BOQ_1495461.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	115.68	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.	782.5	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)	782.5	sqm	-	-
1.004	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.	120	sqm	-	-
1.005	OD198088/2026-2027: Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness etc all compete as per the the direction of Engineer in charge	112	sqm	-	-
1.006	OD198089/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1	13.97	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

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.

115.68

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.

782.5

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)

782.5

sqm

1.004

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.

120

sqm

1.005

OD198088/2026-2027: Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness etc all compete as per the the direction of Engineer in charge

112

sqm

1.006

OD198089/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1

13.97

cum