Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Rayamangalam GP-136/25- 26- PARAMBIPEEDIKA TUNNELFACE HIGH LEVEL CANAL ROAD 2ND REACH WARD-7-General Civil Work

Local Self Government Department

RAYAMANGALAM | Ernakulam, Kerala

Amount: ₹1.3 LCloses: 17 Oct 2025Closed

Timeline

Published9 Oct 2025
Closed17 Oct 2025
Awarded21 Nov 2025

Bids

Item Rate

2 Bids21 Nov 2025

#	Company	Amount	Rank	Status
1	Liju Paul L1₹1.3 LAccepted-AOC PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM \| IDUKKI \| KERALA \| 685501	₹1.3 L	L1	Accepted-AOC Agreement already executed and delay occurred in evaluation stage.
2	Jince L2₹1.3 L+₹2,012.90 (1.60%)Rejected-Finance	₹1.3 L+₹2,012.90 (1.60%)	L2	Rejected-Finance NOT ELIGIBLE FOR AOC

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	Liju Paul L1	Jince L2
1.00PARAMBIPEEDIKA TUNNELFACE HIGH LEVEL CANAL ROAD 2ND REACH
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.	12.7	sqm	418 ₹5,308.6 Lowest	420 ₹5,334
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.	13.14	sqm	315 ₹4,139.1 Lowest	315 ₹4,139.1 Lowest
1.00	6.1.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	7.5	cum	3,350 ₹25,125 Lowest	3,400 ₹25,500
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	100	sqm	80 ₹8,000 Lowest	85 ₹8,500
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.	100	sqm	18 ₹1,800 Lowest	18 ₹1,800 Lowest
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	162.5	sqm	15 ₹2,437.5 Lowest	17 ₹2,762.5
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)	262.5	sqm	302 ₹79,275 Lowest	305 ₹80,062.5

Tender Value

₹1.3 L

EMD Value

₹3,163

Closing Date

17 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP

Work Description

Annual Plan-Rayamangalam GP-136/25- 26- PARAMBIPEEDIKA TUNNELFACE HIGH LEVEL CANAL ROAD 2ND REACH WARD-7-General Civil Work

Tender Information

Tender ID

2025_LSGD_807549_1

Reference Number

ET7/RYM/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

RAYAMANGALAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSHEDULE (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT (.pdf)

RequiredDECLARATION AND FORM OF TENDER SIGNED BY CONTRACTOR (.pdf)

RequiredSCANNED COPY OF CONTRACTORS LISENCE AND GST REGISTRATION (.pdf)

RequiredSIGNED SCANNED COPY OF INTEGRITY PACT AND AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF BID DOCUMENT WITH NIT SIGNED BY CONTRACTOR (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,163

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

9 Oct 2025

Bid Opening

18 Oct 2025

Download Starts

9 Oct 2025

Download Ends

17 Oct 2025

Submission Starts

9 Oct 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_1345957.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

Liju Paul

L1₹1.3 LAccepted-AOC

PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM | IDUKKI | KERALA | 685501

Jince

L2₹1.3 L+₹2,012.90 (1.60%)Rejected-Finance

Sl No	Description	Qty	Unit	Liju Paul L1	Jince L2
1.00PARAMBIPEEDIKA TUNNELFACE HIGH LEVEL CANAL ROAD 2ND REACH
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.	12.7	sqm	418 ₹5,308.6 Lowest	420 ₹5,334
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.	13.14	sqm	315 ₹4,139.1 Lowest	315 ₹4,139.1 Lowest
1.00	6.1.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	7.5	cum	3,350 ₹25,125 Lowest	3,400 ₹25,500
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	100	sqm	80 ₹8,000 Lowest	85 ₹8,500
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.	100	sqm	18 ₹1,800 Lowest	18 ₹1,800 Lowest
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	162.5	sqm	15 ₹2,437.5 Lowest	17 ₹2,762.5
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)	262.5	sqm	302 ₹79,275 Lowest	305 ₹80,062.5

Sl No

Description

Qty

Unit

Liju Paul

Jince

1.00PARAMBIPEEDIKA TUNNELFACE HIGH LEVEL CANAL ROAD 2ND REACH

1.00

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.

12.7

sqm

418

₹5,308.6

Lowest

420

₹5,334

1.00

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.

13.14

sqm

315

₹4,139.1

Lowest

315

₹4,139.1

Lowest

1.00

6.1.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

7.5

cum

3,350

₹25,125

Lowest

3,400

₹25,500

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

100

sqm

₹8,000

Lowest

₹8,500

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.

100

sqm

₹1,800

Lowest

₹1,800

Lowest

1.01

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.

162.5

sqm

₹2,437.5

Lowest

₹2,762.5

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)

262.5

sqm

302

₹79,275

Lowest

305

₹80,062.5