Kerala

AOC

Works

Civil Works - Roads

RE Tender Annual Plan-ANNUAL PLAN - 2025- 26/KDSY/PRO. NO. 83/26 CHANDHANAKUNNU ST ROAD RETARRING WARD -4 -KODASSERY GPCHALAKKUDY BP-General Civil Work

Local Self Government Department

Kodassery GP | Thrissur, Kerala

Amount: ₹3.5 LCloses: 13 Nov 2025Closed

Timeline

Published4 Nov 2025
Closed13 Nov 2025
Awarded18 Apr 2026

Bids

Item Rate

2 Bids18 Apr 2026

#	Company	Amount	Rank	Status
1	Paulson K T 1₹3.5 LAccepted-AOC	₹3.5 L	1	Accepted-AOC ok
2	P.P.JOB 2₹3.7 L+₹16,336 (4.61%)Rejected-AOC	₹3.7 L+₹16,336 (4.61%)	2	Rejected-AOC ok

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	P.P.JOB L2	Paulson K T L1
1.00Re-taring and new taring
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	276	sqm	16.01 ₹4,418.76 Lowest	16.01 ₹4,418.76 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.9	cum	2,484.07 ₹17,140.08 Lowest	2,484.07 ₹17,140.08 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	51.75	cum	3,750.64 ₹1,94,095.62 Lowest	3,750.64 ₹1,94,095.62 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	345	sqm	80.37 ₹27,727.65 Lowest	80.37 ₹27,727.65 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.	345	sqm	18.9 ₹6,520.5 Lowest	18.9 ₹6,520.5 Lowest
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)	345	sqm	350 ₹1,20,750	302.65 ₹1,04,414.25 Lowest

Tender Value

₹3.5 L

EMD Value

₹8,858

Closing Date

13 Nov 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

AE Kodassery

Address

O/o Assistant Engineer Kodassery GP Chattykkulam PO

Work Description

RE Tender Annual Plan-ANNUAL PLAN - 2025- 26/KDSY/PRO. NO. 83/26 CHANDHANAKUNNU ST ROAD RETARRING WARD -4 -KODASSERY GPCHALAKKUDY BP-General Civil Work

Tender Information

Tender ID

2025_LSGD_818726_3

Reference Number

09/2025/AE/LIDEW/KDSY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Kodassery GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

Requiredself attested copy of registration certificate showing validity (.pdf)

Requiredduly filled and signed copy of bid submission letter (.pdf)

Requiredduly filled and signed copy of preliminary agreement (.pdf)

Requiredduly filled and signed copy of integrity pact certificate (.pdf)

Requiredduly filled and signed copy of affidavit (.pdf)

Requiredduly filled and signed copy of requisition for e-payment form (.pdf)

Requiredscanned copy of Aadhar card, pan card and GST registration (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹785

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,858

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Apr 2026

Published

4 Nov 2025

Bid Opening

15 Nov 2025

Download Starts

4 Nov 2025

Download Ends

13 Nov 2025

Submission Starts

4 Nov 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

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

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

FOT.pdf

Tender Documents • 0.01 MB

viewsbd.pdf

Tender Documents • 1.70 MB

PA.pdf

Tender Documents • 0.12 MB

BOQ_1372330.xls

BOQ • 0.30 MB

FOI.pdf

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Company

Paulson K T

1₹3.5 LAccepted-AOC

P.P.JOB

2₹3.7 L+₹16,336 (4.61%)Rejected-AOC

Sl No	Description	Qty	Unit	P.P.JOB L2	Paulson K T L1
1.00Re-taring and new taring
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	276	sqm	16.01 ₹4,418.76 Lowest	16.01 ₹4,418.76 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.9	cum	2,484.07 ₹17,140.08 Lowest	2,484.07 ₹17,140.08 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	51.75	cum	3,750.64 ₹1,94,095.62 Lowest	3,750.64 ₹1,94,095.62 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	345	sqm	80.37 ₹27,727.65 Lowest	80.37 ₹27,727.65 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.	345	sqm	18.9 ₹6,520.5 Lowest	18.9 ₹6,520.5 Lowest
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)	345	sqm	350 ₹1,20,750	302.65 ₹1,04,414.25 Lowest

Sl No

Description

Qty

Unit

P.P.JOB

Paulson K T

1.00Re-taring and new taring

1.00

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

276

sqm

16.01

₹4,418.76

Lowest

16.01

₹4,418.76

Lowest

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

6.9

cum

2,484.07

₹17,140.08

Lowest

2,484.07

₹17,140.08

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

51.75

cum

3,750.64

₹1,94,095.62

Lowest

3,750.64

₹1,94,095.62

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

345

sqm

80.37

₹27,727.65

Lowest

80.37

₹27,727.65

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.

345

sqm

18.9

₹6,520.5

Lowest

18.9

₹6,520.5

Lowest

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)

345

sqm

350

₹1,20,750

302.65

₹1,04,414.25

Lowest