Kerala

Financial Eval

Works

Civil Works - Buildings

RE-TENDER -Annual Plan-240/25-26 Rayamangalam G.P , Thayikkara karthavumpady PVIP Canal bund road renovation.-Ward-12 , RYM G.P-General Civil Work

Local Self Government Department

RAYAMANGALAM | Ernakulam, Kerala

Amount: ₹6.8 LCloses: 3 Nov 2025Closed

Timeline

Published27 Oct 2025
Closed3 Nov 2025
Technical Evaluation13 Nov 2025
Financial Evaluation24 Apr 2026
Award—

Bids

Item Rate

2 Bids24 Apr 2026

#	Company	Amount	Rank	Status
1	ALI P M L1₹6.7 LAccepted-Finance	₹6.7 L	L1	Accepted-Finance ELIGIBLE FOR AOC
2	Muhammed Faisal L2₹6.8 L+₹16,549.39 (2.48%)Rejected-Finance AG AD STAMP VENDOR MANJERI	₹6.8 L+₹16,549.39 (2.48%)	L2	Rejected-Finance NOT ELIGIBLE FOR AOC

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	ALI P M L1	Muhammed Faisal L2
1.00Re tarring work
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.	88.1	sqm	418.33 ₹36,854.87 Lowest	420 ₹37,002
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.	78.66	sqm	323.59 ₹25,453.59 Lowest	335 ₹26,351.1
1.00	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.	1,330	sqm	15.79 ₹21,000.7 Lowest	18 ₹23,940
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	16.8	cum	3,750.64 ₹63,010.75 Lowest	3,900 ₹65,520
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	168	sqm	80.37 ₹13,502.16 Lowest	85 ₹14,280
1.01	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.	168	sqm	18.9 ₹3,175.2 Lowest	20 ₹3,360
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)	1,498	sqm	295 ₹4,41,910 Lowest	300 ₹4,49,400
1.01	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.	40	sqm	16.01 ₹640.4 Lowest	20 ₹800
1.01	4.1.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	3	cum	3,337.88 ₹10,013.64 Lowest	3,500 ₹10,500

Tender Value

₹6.8 L

EMD Value

₹16,946

Closing Date

3 Nov 2025, 10:30 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

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

Work Description

RE-TENDER -Annual Plan-240/25-26 Rayamangalam G.P , Thayikkara karthavumpady PVIP Canal bund road renovation.-Ward-12 , RYM G.P-General Civil Work

Tender Information

Tender ID

2025_LSGD_815189_6

Reference Number

ET9/RYM/25-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

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)

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

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

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

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,946

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Apr 2026

Published

27 Oct 2025

Bid Opening

4 Nov 2025

Download Starts

27 Oct 2025

Download Ends

3 Nov 2025

Submission Starts

27 Oct 2025

BOQ Preview

•

Work Name:Annual Plan-240/25-26 Rayamangalam G.P , Thayikkara karthavumpady PVIP Canal bund road renovation.-Ward-12 , RYM G.P-General Civil Work

•

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e of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

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Bid Opening Summary

finance_1364812.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1364812.xls

BOQ • 0.31 MB

BIDDOC240THAYIKKARAKARTHAVUMPADY.pdf

Tender Documents • 1.63 MB

NIT240THAYIKKARAKARTHAVUMPADY.pdf

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Company

ALI P M

L1₹6.7 LAccepted-Finance

Muhammed Faisal

L2₹6.8 L+₹16,549.39 (2.48%)Rejected-Finance

AG AD STAMP VENDOR MANJERI

Sl No	Description	Qty	Unit	ALI P M L1	Muhammed Faisal L2
1.00Re tarring work
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.	88.1	sqm	418.33 ₹36,854.87 Lowest	420 ₹37,002
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.	78.66	sqm	323.59 ₹25,453.59 Lowest	335 ₹26,351.1
1.00	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.	1,330	sqm	15.79 ₹21,000.7 Lowest	18 ₹23,940
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	16.8	cum	3,750.64 ₹63,010.75 Lowest	3,900 ₹65,520
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	168	sqm	80.37 ₹13,502.16 Lowest	85 ₹14,280
1.01	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.	168	sqm	18.9 ₹3,175.2 Lowest	20 ₹3,360
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)	1,498	sqm	295 ₹4,41,910 Lowest	300 ₹4,49,400
1.01	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.	40	sqm	16.01 ₹640.4 Lowest	20 ₹800
1.01	4.1.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	3	cum	3,337.88 ₹10,013.64 Lowest	3,500 ₹10,500

Sl No

Description

Qty

Unit

ALI P M

Muhammed Faisal

1.00Re tarring work

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.

88.1

sqm

418.33

₹36,854.87

Lowest

420

₹37,002

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.

78.66

sqm

323.59

₹25,453.59

Lowest

335

₹26,351.1

1.00

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.

1,330

sqm

15.79

₹21,000.7

Lowest

₹23,940

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

16.8

cum

3,750.64

₹63,010.75

Lowest

3,900

₹65,520

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

168

sqm

80.37

₹13,502.16

Lowest

₹14,280

1.01

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.

168

sqm

18.9

₹3,175.2

Lowest

₹3,360

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)

1,498

sqm

295

₹4,41,910

Lowest

300

₹4,49,400

1.01

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.

sqm

16.01

₹640.4

Lowest

₹800

1.01

4.1.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

cum

3,337.88

₹10,013.64

Lowest

3,500

₹10,500