Kerala

AOC

Works

Civil Works - Roads

Annual Plan Elampalloor Gramapanchayath 2025 2026 SMC Junction Rice Mill to Water tank road Renovation ward 19 Project No 118

Local Self Government Department

ELAMPALLOOR | Kollam, Kerala

Amount: ₹2.9 LCloses: 1 Aug 2025Closed

Timeline

Published21 Jul 2025
Closed1 Aug 2025
Technical Evaluation4 Aug 2025
Awarded17 Nov 2025

Bids

Item Rate

2 Bids17 Nov 2025

#	Company	Amount	Rank	Status
1	CHRISTHUDAS R L1₹2.7 LAccepted-AOC	₹2.7 L Quoted ₹2.8 L	L1	Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. /Order No.6(1) dtd.22/08/2025 of ElampalloorGrama Panchayat
2	B VIKRAMAN L2₹2.9 L+₹9,803.28 (3.56%)Rejected-AOC	₹2.9 L+₹9,803.28 (3.56%)	L2	Rejected-AOC Higher rate and hence the tender is Not admitted

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	B VIKRAMAN L2	CHRISTHUDAS R L1
1.00Retarring
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.	272	sqm	16.01 ₹4,354.72	15.5 ₹4,216 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	30.6	cum	3,750.64 ₹1,14,769.58	3,630.24 ₹1,11,085.34 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	408	sqm	80.37 ₹32,790.96	76.5 ₹31,212 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.	408	sqm	18.9 ₹7,711.2	18 ₹7,344 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)	408	sqm	302.65 ₹1,23,481.2	292.93 ₹1,19,515.44 Lowest
1.01	OD7408/2025-2026:Supplying and fixing name board of size 75*60cm size using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting lettering and fixing in concrete etc as per direction of Engineer - in - Charge	1	each	2,130.81 ₹2,130.81	2,062.41 ₹2,062.41 Lowest

Tender Value

₹2.9 L

EMD Value

₹7,131

Closing Date

1 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Lisha.C.L

Address

LID EW SECTION ELAMPALLOOR

Work Description

Annual Plan Elampalloor Gramapanchayath 2025 2026 SMC Junction Rice Mill to Water tank road Renovation ward 19 Project No 118

Tender Information

Tender ID

2025_LSGD_778096_24

Reference Number

02/202526/AE/LIDEW/ELM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ELAMPALLOOR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

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)

Fee & Financial Details

Tender Fee Amount

₹630

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,131

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Nov 2025

Published

21 Jul 2025

Bid Opening

4 Aug 2025

Download Starts

21 Jul 2025

Download Ends

1 Aug 2025

Submission Starts

21 Jul 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_1273386.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

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Company

CHRISTHUDAS R

L1₹2.7 LAccepted-AOC

B VIKRAMAN

L2₹2.9 L+₹9,803.28 (3.56%)Rejected-AOC

Sl No	Description	Qty	Unit	B VIKRAMAN L2	CHRISTHUDAS R L1
1.00Retarring
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.	272	sqm	16.01 ₹4,354.72	15.5 ₹4,216 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	30.6	cum	3,750.64 ₹1,14,769.58	3,630.24 ₹1,11,085.34 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	408	sqm	80.37 ₹32,790.96	76.5 ₹31,212 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.	408	sqm	18.9 ₹7,711.2	18 ₹7,344 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)	408	sqm	302.65 ₹1,23,481.2	292.93 ₹1,19,515.44 Lowest
1.01	OD7408/2025-2026:Supplying and fixing name board of size 75*60cm size using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting lettering and fixing in concrete etc as per direction of Engineer - in - Charge	1	each	2,130.81 ₹2,130.81	2,062.41 ₹2,062.41 Lowest

Sl No

Description

Qty

Unit

B VIKRAMAN

CHRISTHUDAS R

1.00Retarring

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.

272

sqm

16.01

₹4,354.72

15.5

₹4,216

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

30.6

cum

3,750.64

₹1,14,769.58

3,630.24

₹1,11,085.34

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

408

sqm

80.37

₹32,790.96

76.5

₹31,212

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.

408

sqm

18.9

₹7,711.2

₹7,344

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)

408

sqm

302.65

₹1,23,481.2

292.93

₹1,19,515.44

Lowest

1.01

OD7408/2025-2026:Supplying and fixing name board of size 75*60cm size using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting lettering and fixing in concrete etc as per direction of Engineer - in - Charge

each

2,130.81

₹2,130.81

2,062.41

₹2,062.41

Lowest