Kerala

To Be Opened

Works

Civil Works - Roads

595/26-27-Thycaud-Elankom Nagar-Kanneettumukku Byroad Improvements And Drain Maintenance-Thycaud Ward

Local Self Government Department

Thiruvananthapuram Corporation | Thiruvananthapuram, Kerala

Amount: ₹16.9 LCloses: 9 Jul 2026Closed

Timeline

Published2 Jul 2026
Closed9 Jul 2026
Bid Opening10 Jul 2026

Tender Value

₹16.9 L

EMD Value

₹42,367

Closing Date

9 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer Thiruvananthapuram Corporation

Work Description

595/26-27-Thycaud-Elankom Nagar-Kanneettumukku Byroad Improvements And Drain Maintenance-Thycaud Ward

Tender Information

Tender ID

2026_LSGD_858413_9

Reference Number

04/E16/AEE2/5321989/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Thiruvananthapuram Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredScanned copy of E payment form (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredScanned copy of Form of Tender (.pdf)

RequiredScanned copy of Format for Integrity Pact (.pdf)

RequiredSBD Downloaded From E Tender Website (.pdf)

RequiredTender Schedule (BOQ) (.xls)

RequiredGST Registration certificate and Pan Card (.pdf)

RequiredContractor License (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,367

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jul 2026

Published

2 Jul 2026

Bid Opening

10 Jul 2026

Download Starts

2 Jul 2026

Download Ends

9 Jul 2026

Submission Starts

2 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance work
1.001	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)	-	cum	-	-
1.002	OD74091/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment (Based on DSR11.20.4.)	-	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.	-	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.	-	sqm	-	-
1.005	OD75429/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent <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) (Modified MORD 75.5.11.1A.2Z)	-	sqm	-	-
1.006	OD76871/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge	-	sqm	-	-
2Drain maintenance
2.001	1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	-	cum	-	-
2.002	1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc.<br>(ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Work Item Documents

595pgmt.pdf

Tender Documents • 0.29 MB

595epf.pdf

Tender Documents • 0.23 MB

595af.pdf

Tender Documents • 0.27 MB

595fot.pdf

Tender Documents • 0.28 MB

595ipct.pdf

Tender Documents • 0.23 MB

595sbd.pdf

Tender Documents • 1.98 MB

BOQ_1451388.xls

BOQ • 0.24 MB

595nit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance work
1.001	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)	-	cum	-	-
1.002	OD74091/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment (Based on DSR11.20.4.)	-	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.	-	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.	-	sqm	-	-
1.005	OD75429/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent <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) (Modified MORD 75.5.11.1A.2Z)	-	sqm	-	-
1.006	OD76871/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge	-	sqm	-	-
2Drain maintenance
2.001	1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	-	cum	-	-
2.002	1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc.<br>(ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance work

1.001

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)

cum

1.002

OD74091/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment (Based on DSR11.20.4.)

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.

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.

sqm

1.005

OD75429/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent 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) (Modified MORD 75.5.11.1A.2Z)

sqm

1.006

OD76871/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge

sqm

2Drain maintenance

2.001

1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m

cum

2.002

1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc. (ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m

cum