Kerala

Active

Works

Civil Works - Roads

271/27-Ambedkar Nagar Road Improvements and Drain maintenance in Aranoor Ward

Local Self Government Department

Thiruvananthapuram Corporation | Thiruvananthapuram, Kerala

Amount: ₹16.9 LCloses: 22 Oct 20263d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published15 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,370

Closing Date

22 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer Thiruvananthapuram Corporation

Work Description

271/27-Ambedkar Nagar Road Improvements and Drain maintenance in Aranoor Ward

Tender Information

Tender ID

2026_LSGD_879224_1

Reference Number

13/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

Subscribe to view

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

₹42,370

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

15 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance work
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.	106.5	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.	1,080	sqm	-	-
1.003	OD59547/2026-2027: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)	1,080	sqm	-	-
2Drain maintenance & Construction
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	28.8	cum	-	-
2.002	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	48	cum	-	-
2.003	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	14.4	cum	-	-
2.004	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	12.6	cum	-	-
2.005	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	42	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Work Item Documents

271pgmt.pdf

Tender Documents • 0.29 MB

271epf.pdf

Tender Documents • 0.23 MB

271af.pdf

Tender Documents • 0.27 MB

271fot.pdf

Tender Documents • 0.28 MB

271ipct.pdf

Tender Documents • 0.23 MB

271sbd.pdf

Tender Documents • 2.03 MB

BOQ_1494692.xls

BOQ • 0.24 MB

271nit.pdf

Tender Documents • 0.03 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance work
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.	106.5	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.	1,080	sqm	-	-
1.003	OD59547/2026-2027: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)	1,080	sqm	-	-
2Drain maintenance & Construction
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	28.8	cum	-	-
2.002	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	48	cum	-	-
2.003	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	14.4	cum	-	-
2.004	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	12.6	cum	-	-
2.005	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	42	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance work

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.

106.5

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.

1,080

sqm

1.003

OD59547/2026-2027: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)

1,080

sqm

2Drain maintenance & Construction

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

28.8

cum

2.002

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

cum

2.003

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

14.4

cum

2.004

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete

12.6

cum

2.005

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

cum