Tender ID

Kerala

AOC

Works

Civil Works - Roads

Kattakada GP 2025-26 Proj No 95/26 Kollavilakam Road Renovation Chandramanagalam ward

Local Self Government Department

Kattakada Grama Panchayath | Thiruvananthapuram, Kerala

Amount: ₹5 LCloses: 10 Oct 2025Closed

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Timeline

Published30 Sept 2025
Closed10 Oct 2025
Awarded4 Feb 2026

Bids

Item Rate

2 Bids4 Feb 2026

#	Company	Amount	Rank	Status
1	SAJU l1₹4.2 LAccepted-AOC	₹4.2 L	l1	Accepted-AOC L1
2	H.CHANDRAN l2₹4.3 L+₹8,237 (1.94%)Rejected-AOC PALLITHARA VEEDU VALICODE OSM \| KERALA	₹4.3 L+₹8,237 (1.94%)	l2	Rejected-AOC L2

BoQ Comparative

Line Items (12)

Sl No	Description	Qty	Unit	H.CHANDRAN L2	SAJU L1
1.00Road
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.	325	sqm	16.36 ₹5,317	16 ₹5,200 Lowest
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.	21.25	cum	67.13 ₹1,426.51	66 ₹1,402.5 Lowest
1.00	OD242994/2025-2026:Filling up low lying area and waterlogged areas with local materials, quarry muck, spreading in layers, levelling the top at site, etc. complete	8.5	cum	920 ₹7,820	901.6 ₹7,663.6 Lowest
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	30.75	cum	3,832.66 ₹1,17,854.3	3,756 ₹1,15,497 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <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	325	sqm	76.13 ₹24,742.25	75 ₹24,375 Lowest
1.01	5.2.3a:Tack Coat <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.	325	sqm	16.61 ₹5,398.25	16 ₹5,200 Lowest
1.01	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.	42	sqm	316.98 ₹13,313.16	311 ₹13,062 Lowest
1.01	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	38.56	sqm	411.86 ₹15,881.32	404 ₹15,578.24 Lowest
1.01	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.	425	sqm	13.94 ₹5,924.5 Lowest	14 ₹5,950

Tender Value

₹5 L

EMD Value

₹10,553

Closing Date

10 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer,LSGD Section,Kattakada

Address

O/o the Assistant Engineer,LSGD Section,Kattakada GP

Work Description

Kattakada GP 2025-26 Proj No 95/26 Kollavilakam Road Renovation Chandramanagalam ward

Tender Information

Tender ID

2025_LSGD_802719_1

Reference Number

33/ET/KTDA/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kattakada Grama Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredAttested copy of valid contractors license,valid GST Registration certificate (.pdf)

RequiredAttested copy of preliminary agreement (.pdf)

RequiredAttested copy of form of tender and affidavit (.pdf)

RequiredAttested copy of e payment form and integrity pact certificate (.pdf)

RequiredDigitally signed SBD (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹930

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,553

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Feb 2026

Published

30 Sept 2025

Bid Opening

15 Oct 2025

Download Starts

30 Sept 2025

Download Ends

10 Oct 2025

Submission Starts

30 Sept 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_1333991.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

SAJU

l1₹4.2 LAccepted-AOC

H.CHANDRAN

l2₹4.3 L+₹8,237 (1.94%)Rejected-AOC

PALLITHARA VEEDU VALICODE OSM | KERALA

Sl No	Description	Qty	Unit	H.CHANDRAN L2	SAJU L1
1.00Road
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.	325	sqm	16.36 ₹5,317	16 ₹5,200 Lowest
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.	21.25	cum	67.13 ₹1,426.51	66 ₹1,402.5 Lowest
1.00	OD242994/2025-2026:Filling up low lying area and waterlogged areas with local materials, quarry muck, spreading in layers, levelling the top at site, etc. complete	8.5	cum	920 ₹7,820	901.6 ₹7,663.6 Lowest
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	30.75	cum	3,832.66 ₹1,17,854.3	3,756 ₹1,15,497 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <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	325	sqm	76.13 ₹24,742.25	75 ₹24,375 Lowest
1.01	5.2.3a:Tack Coat <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.	325	sqm	16.61 ₹5,398.25	16 ₹5,200 Lowest
1.01	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.	42	sqm	316.98 ₹13,313.16	311 ₹13,062 Lowest
1.01	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	38.56	sqm	411.86 ₹15,881.32	404 ₹15,578.24 Lowest
1.01	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.	425	sqm	13.94 ₹5,924.5 Lowest	14 ₹5,950

Sl No

Description

Qty

Unit

H.CHANDRAN

SAJU

1.00Road

1.00

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

325

sqm

16.36

₹5,317

₹5,200

Lowest

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.

21.25

cum

67.13

₹1,426.51

₹1,402.5

Lowest

1.00

OD242994/2025-2026:Filling up low lying area and waterlogged areas with local materials, quarry muck, spreading in layers, levelling the top at site, etc. complete

8.5

cum

920

₹7,820

901.6

₹7,663.6

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

30.75

cum

3,832.66

₹1,17,854.3

3,756

₹1,15,497

Lowest

1.00

5.1.1a:Prime Coat :- Low porosity 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

325

sqm

76.13

₹24,742.25

₹24,375

Lowest

1.01

5.2.3a:Tack Coat 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.

325

sqm

16.61

₹5,398.25

₹5,200

Lowest

1.01

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.

sqm

316.98

₹13,313.16

311

₹13,062

Lowest

1.01

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

38.56

sqm

411.86

₹15,881.32

404

₹15,578.24

Lowest

1.01

5.2.1a:Tack Coat 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.

425

sqm

13.94

₹5,924.5

Lowest

₹5,950