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Civil Works - Roads

MANJALLOOR GP- 2026-27-No.60/27-VANARKAVU EDAKKATTUKAYATAM

Local Self Government Department

Manjalloor | Ernakulam, Kerala

Amount: ₹2.1 LCloses: 5 Oct 20266d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹5,292

Closing Date

5 Oct 2026, 2:00 pm6d left

Tender Inviting Organisation

Name

AE Manjalloor

Address

AE Manjalloor

Work Description

MANJALLOOR GP- 2026-27-No.60/27-VANARKAVU EDAKKATTUKAYATAM

Tender Information

Tender ID

2026_LSGD_871969_1

Reference Number

MANJALLOOR GP- 2026-27-No.60/27-VANARKAVU EDAKKATTUKAYATAM ROAD MAINTENANCE-WARD-11

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Manjalloor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSTANDARD BID DOCUMENT WITH NIT (.pdf)

RequiredBID SECURITY REMITTENCE, BID SUBMISSION FEE REMITTANCE BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBID SUBMISSION LETTER AS PER ITEM NO-1 PART VI OF SBD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AS PER ITEM NO-3 (.pdf)

RequiredPRELIMINARY AGREEMENT AS PER ITEM NO-2 PART-VI OF SBD (.pdf)

RequiredREQUISSITION OF EPAYMENT AS PER ITEM NO6PART VI OF SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,292

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD173694/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	75.4	sqm	-	-
1.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	20.27	sqm	-	-
1.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	20.27	sqm	-	-
1.004	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	224	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	224	sqm	-	-
1.006	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	0.38	cum	-	-
1.007	OD173724/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4(1 cement :2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@3m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tampering etc.complete Max. size of course aggregate not exceeding 25mm, mixed in complete mixer in concrete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	11.31	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.36 MB

Work Item Documents

pre.pdf

Tender Documents • 0.25 MB

BOQ_1482646.xls

BOQ • 0.30 MB

60SBD.pdf

Tender Documents • 0.95 MB

60FOT.pdf

Tender Documents • 0.24 MB

60FEE.pdf

Tender Documents • 0.33 MB

epay.pdf

Tender Documents • 0.23 MB

ipact.pdf

Tender Documents • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD173694/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	75.4	sqm	-	-
1.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	20.27	sqm	-	-
1.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	20.27	sqm	-	-
1.004	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	224	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	224	sqm	-	-
1.006	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	0.38	cum	-	-
1.007	OD173724/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4(1 cement :2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@3m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tampering etc.complete Max. size of course aggregate not exceeding 25mm, mixed in complete mixer in concrete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	11.31	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

OD173694/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge

75.4

sqm

1.002

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.

20.27

sqm

1.003

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.

20.27

sqm

1.004

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.

224

sqm

1.005

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)

224

sqm

1.006

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

0.38

cum

1.007

OD173724/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4(1 cement :2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@3m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tampering etc.complete Max. size of course aggregate not exceeding 25mm, mixed in complete mixer in concrete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1

11.31

cum