Kerala

AOC

Works

Civil Works - Roads

Chumatuthangi Katayappuram Link road retaring

Local Self Government Department

Cheruthazham | Kannur, Kerala

Amount: ₹6.5 LCloses: 1 Sept 2025Closed

Timeline

Published25 Aug 2025
Closed1 Sept 2025
Awarded18 Oct 2025

Bids

Item Rate

2 Bids18 Oct 2025

#	Company	Amount	Rank	Status
1	GOVINDANKUTTY. K L1₹6.5 LAccepted-AOC	₹6.5 L	L1	Accepted-AOC lowest bidder, accepted
2	YADURAJ. T.V. L2₹6.5 L+₹7,331.46 (1.13%)Rejected-AOC	₹6.5 L+₹7,331.46 (1.13%)	L2	Rejected-AOC 2nd lowest, rejected

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	YADURAJ. T.V. L2	GOVINDANKUTTY. K L1
1.00Road tarring
1.00	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	3.51	cum	450 ₹1,579.5	422.88 ₹1,484.31 Lowest
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	94.5	cum	3,550 ₹3,35,475	3,493.74 ₹3,30,158.43 Lowest
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	810	sqm	80 ₹64,800	79.96 ₹64,767.6 Lowest
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.	810	sqm	17 ₹13,770 Lowest	18.7 ₹15,147
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)	810	sqm	295 ₹2,38,950	290.97 ₹2,35,685.7 Lowest

Tender Value

₹6.5 L

EMD Value

₹16,231

Closing Date

1 Sept 2025, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD LID and EW Cheruthazham

Work Description

Chumatuthangi Katayappuram Link road retaring

Tender Information

Tender ID

2025_LSGD_789561_5

Reference Number

01/2025-26/AE/LIDEW/CHERM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Cheruthazham

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)

RequiredForm of tender (.pdf)

RequiredBid security remmitance (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredSBD (.pdf)

RequiredE-payment form (.pdf)

RequiredIPact certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,435

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,231

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Oct 2025

Published

25 Aug 2025

Bid Opening

3 Sept 2025

Download Starts

25 Aug 2025

Download Ends

1 Sept 2025

Submission Starts

25 Aug 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_1301743.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 • 0.03 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…

Company

GOVINDANKUTTY. K

L1₹6.5 LAccepted-AOC

YADURAJ. T.V.

L2₹6.5 L+₹7,331.46 (1.13%)Rejected-AOC

Sl No	Description	Qty	Unit	YADURAJ. T.V. L2	GOVINDANKUTTY. K L1
1.00Road tarring
1.00	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	3.51	cum	450 ₹1,579.5	422.88 ₹1,484.31 Lowest
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	94.5	cum	3,550 ₹3,35,475	3,493.74 ₹3,30,158.43 Lowest
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	810	sqm	80 ₹64,800	79.96 ₹64,767.6 Lowest
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.	810	sqm	17 ₹13,770 Lowest	18.7 ₹15,147
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)	810	sqm	295 ₹2,38,950	290.97 ₹2,35,685.7 Lowest

Sl No

Description

Qty

Unit

YADURAJ. T.V.

GOVINDANKUTTY. K

1.00Road tarring

1.00

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

3.51

cum

450

₹1,579.5

422.88

₹1,484.31

Lowest

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

94.5

cum

3,550

₹3,35,475

3,493.74

₹3,30,158.43

Lowest

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

810

sqm

₹64,800

79.96

₹64,767.6

Lowest

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.

810

sqm

₹13,770

Lowest

18.7

₹15,147

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)

810

sqm

295

₹2,38,950

290.97

₹2,35,685.7

Lowest