Public Administrative Department Government Departments Closing in 0 days TDR #50586626

Tender For General-Proj.No.129/25-26 Parappil Cheruvalam Road Maintenance Ward 10-Kallaragp -General Civil Work - Roadre Tarring 2 5.5.A.1A:Modified Penetration Macadam 50 Mm Thick Using Bitumen S-65 <Br> Construction Of Penetration Macadam Over Prepare

Issued by Government Departments · kallara, Kerala
Tender Value
5.92 Lakhs
Estimated cost
Bid Submission
19 Aug 2025
0 days left
EMD
14807
Bank guarantee accepted
Document Fee
1310
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kallara → Kerala
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For General-Proj.No.129/25-26 Parappil Cheruvalam Road Maintenance Ward 10-Kallaragp -General Civil Work - ROADRE TARRING 2 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. 3 5.2.1a:Tack Coat<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. 4 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) 5 OD156248/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. 6 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) 7 OD156242/2025-2026:Supplying and fixing information board 75X60cm using GI pipes as post and MS sheet surrounded by MS angles including all labour charges etc complete.

BOQ

Work Name:GENERAL-PROJ.NO.129/25-26 PARAPPIL CHERUVALAM ROAD MAINTENANCE WARD 10-KALLARAGP -General Civil Work
Sl. No. Item Description
1ROADRE TARRING
25.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.
35.2.1a:Tack Coat<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.
45.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
5OD156248/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.
675.8.1.1.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)
7OD156242/2025-2026:Supplying and fixing information board 75X60cm using GI pipes as post and MS sheetsurrounded by MS angles including all labour charges etc complete.

AI Tender Summary

OUR REF NO 50586626
AUTHORITY Government Departments
TENDER VALUE 5.92 Lakhs
LAST DATE 19-08-2025
Authority
Authority Name Local Self Government Department
Work Description Tender For General-Proj.No.129/25-26 Parappil Cheruvalam Road Maintenance Ward 10-Kallaragp -General Civil Work - ROADRE TARRING 2 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. 3 5.2.1a:Tack Coat<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. 4 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) 5 OD156248/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. 6 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) 7 OD156242/2025-2026:Supplying and fixing information board 75X60cm using GI pipes as post and MS sheet surrounded by MS angles including all labour charges etc complete.
Basic Detail
Tender No 02/TEND/AE/LIDEW/KLRA/25-26
Bidding Type Tender
Location
City kallara
State Kerala
Key Dates
Publish Date 08 Aug 2025
Submission Date 19 Aug 2025
Open Date 22 Aug 2025
Finance
Tender Value 5.92 Lakhs
Tender Fee 1310
EMD 14807
Exemption Available
Document List
BOQ_1283601.xls
Tendernotice_2.pdf
129.rar
Tendernotice_1.pdf
Tendernotice_3.pdf
76207a4a-5cf7-41d2-92ab-4b8a0071ca53.html

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Tender Timeline

Aug 08, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 19, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 22, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1283601.xls

pdf

Tendernotice_2.pdf

rar

129.rar

pdf

Tendernotice_1.pdf

pdf

Tendernotice_3.pdf

html

76207a4a-5cf7-41d2-92ab-4b8a0071ca53.html

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