Kerala

AOC

Works

Civil Works - Roads

Annual plan thekkumkara gp 2025-26 KOLATHASERRY PALLI ROAD MAINTENANCE WARD 9 (PRO. NO. 344/24-25)

Local Self Government Department

Thekkumkkara GP | Thrissur, Kerala

Amount: ₹8.5 LCloses: 8 Jul 2025Closed

Timeline

Published1 Jul 2025
Closed8 Jul 2025
Awarded1 Aug 2026

Bids

Item Rate

1 Bid1 Aug 2026

#	Company	Amount	Rank	Status
1	Abdulkhader AV L1₹8.2 LAccepted-AOC THRISSUR THRISSUR KERALA 680582 \| THRISSUR \| KERALA \| 680582	₹8.2 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	Abdulkhader AV L1
1.00ROAD WORK
1.00	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.	156.02	sqm	313.88 ₹48,971.56 Lowest
1.00	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.	194.96	sqm	405.78 ₹79,110.87 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	2,100	sqm	18.33 ₹38,493 Lowest
1.00	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)	2,100	sqm	293.57 ₹6,16,497 Lowest
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	8.28	cum	428.26 ₹3,545.99 Lowest
1.01	OD103461/2025-2026:Dry rubble masonry - Dry Rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc .	8.28	cum	4,035.44 ₹33,413.44 Lowest
1.01	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	0.3	cum	9,229 ₹2,768.7 Lowest

Tender Value

₹8.5 L

EMD Value

₹21,206

Closing Date

8 Jul 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer, LSGD Section

Address

Assistant Engineer, LSGD Section

Work Description

Annual plan thekkumkara gp 2025-26 KOLATHASERRY PALLI ROAD MAINTENANCE WARD 9 (PRO. NO. 344/24-25)

Tender Information

Tender ID

2025_LSGD_773378_1

Reference Number

06/T5/AE/LSGD/TKA/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

Thekkumkkara GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredEMD TENDER FEE DETAILS (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT AFFIDAVIT BID SUBMISSION LETTER (.pdf)

RequiredPAN CARD CONTRACTOR DETAILS (.pdf)

RequiredREGISTRATION CERTIFICATE (.pdf)

RequiredE PAYMNET FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,206

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Aug 2026

Published

1 Jul 2025

Bid Opening

10 Jul 2025

Download Starts

1 Jul 2025

Download Ends

8 Jul 2025

Submission Starts

1 Jul 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

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

Ready to Participate?

Download all tender documents and submit your bid

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Company

Abdulkhader AV

L1₹8.2 LAccepted-AOC

THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582

Sl No	Description	Qty	Unit	Abdulkhader AV L1
1.00ROAD WORK
1.00	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.	156.02	sqm	313.88 ₹48,971.56 Lowest
1.00	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.	194.96	sqm	405.78 ₹79,110.87 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	2,100	sqm	18.33 ₹38,493 Lowest
1.00	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)	2,100	sqm	293.57 ₹6,16,497 Lowest
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	8.28	cum	428.26 ₹3,545.99 Lowest
1.01	OD103461/2025-2026:Dry rubble masonry - Dry Rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc .	8.28	cum	4,035.44 ₹33,413.44 Lowest
1.01	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	0.3	cum	9,229 ₹2,768.7 Lowest

Sl No

Description

Qty

Unit

Abdulkhader AV

1.00ROAD WORK

1.00

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.

156.02

sqm

313.88

₹48,971.56

Lowest

1.00

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.

194.96

sqm

405.78

₹79,110.87

Lowest

1.00

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

2,100

sqm

18.33

₹38,493

Lowest

1.00

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)

2,100

sqm

293.57

₹6,16,497

Lowest

1.00

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

8.28

cum

428.26

₹3,545.99

Lowest

1.01

OD103461/2025-2026:Dry rubble masonry - Dry Rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc .

8.28

cum

4,035.44

₹33,413.44

Lowest

1.01

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

0.3

cum

9,229

₹2,768.7

Lowest