Kerala

AOC

Works

Civil Works - Roads

MANGALASSERY IRULKUNNU ROAD PHASE 2 IN THAMRASSERY GP (599/24-25)

Local Self Government Department

THAMARASSERY GP | Kozhikode, Kerala

Amount: ₹1.3 LCloses: 4 Apr 2025Closed

Timeline

Published28 Mar 2025
Closed4 Apr 2025
Technical Evaluation18 Apr 2026
Awarded17 Sept 2026

Bids

Item Rate

2 Bids17 Sept 2026

#	Company	Amount	Rank	Status
1	SHANAVAS P K 1₹1.4 LAccepted-AOC KERALA KL	₹1.4 L	1	Accepted-AOC AGREEMENT EXECUTED
2	UMARUL FARIS P K 2₹1.4 L+₹2,622 (1.88%)Rejected-AOC KERALA KL \| IDUKKI \| KERALA \| 685501	₹1.4 L+₹2,622 (1.88%)	2	Rejected-AOC REJECTED

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	SHANAVAS P K L1	UMARUL FARIS P K L2
1.00Road Construction
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	34.66	cum	70.89 ₹2,456.76 Lowest	72 ₹2,495.23
1.00	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	8.66	cum	3,286.87 ₹28,477.44 Lowest	3,346 ₹28,989.74
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	17.33	cum	3,670.56 ₹63,603.46 Lowest	3,737 ₹64,754.74
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	115.52	sqm	88.03 ₹10,169.23 Lowest	90 ₹10,396.8
1.00	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	115.52	sqm	19.06 ₹2,201.81 Lowest	20 ₹2,310.4
1.01	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)	115.52	sqm	283.95 ₹32,801.9 Lowest	289 ₹33,385.28

Tender Value

₹1.3 L

EMD Value

₹3,175

Closing Date

4 Apr 2025, 10:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID EW SECTION THAMARASSERY GP

Work Description

MANGALASSERY IRULKUNNU ROAD PHASE 2 IN THAMRASSERY GP (599/24-25)

Tender Information

Tender ID

2025_LSGD_755760_1

Reference Number

AE/LSGD/TSY/TENDER/15/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

THAMARASSERY GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,175

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

28 Mar 2025

Bid Opening

5 Apr 2025

Download Starts

28 Mar 2025

Download Ends

4 Apr 2025

Submission Starts

28 Mar 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1227278.pdf

PDF

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

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…

Company

SHANAVAS P K

1₹1.4 LAccepted-AOC

KERALA KL

UMARUL FARIS P K

2₹1.4 L+₹2,622 (1.88%)Rejected-AOC

KERALA KL | IDUKKI | KERALA | 685501

Sl No	Description	Qty	Unit	SHANAVAS P K L1	UMARUL FARIS P K L2
1.00Road Construction
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	34.66	cum	70.89 ₹2,456.76 Lowest	72 ₹2,495.23
1.00	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	8.66	cum	3,286.87 ₹28,477.44 Lowest	3,346 ₹28,989.74
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	17.33	cum	3,670.56 ₹63,603.46 Lowest	3,737 ₹64,754.74
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	115.52	sqm	88.03 ₹10,169.23 Lowest	90 ₹10,396.8
1.00	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	115.52	sqm	19.06 ₹2,201.81 Lowest	20 ₹2,310.4
1.01	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)	115.52	sqm	283.95 ₹32,801.9 Lowest	289 ₹33,385.28

Sl No

Description

Qty

Unit

SHANAVAS P K

UMARUL FARIS P K

1.00Road Construction

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

34.66

cum

70.89

₹2,456.76

Lowest

₹2,495.23

1.00

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

8.66

cum

3,286.87

₹28,477.44

Lowest

3,346

₹28,989.74

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

17.33

cum

3,670.56

₹63,603.46

Lowest

3,737

₹64,754.74

1.00

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

115.52

sqm

88.03

₹10,169.23

Lowest

₹10,396.8

1.00

75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

115.52

sqm

19.06

₹2,201.81

Lowest

₹2,310.4

1.01

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)

115.52

sqm

283.95

₹32,801.9

Lowest

289

₹33,385.28