Kerala

Financial Eval

Works

Civil Works - Roads

A n n u a l P l a n - A n n u a l P l a n 2 0 2 4 - 2025,Malappuram Municipality-Palakkatupadi Padinharemukku Parammal Road Retarring Ward 1 Project No 27/25-General Civil Work- 2022-23

Local Self Government Department

Malappuram, Kerala

Amount: Refer DocsCloses: 30 Jan 2025Closed

Timeline

Published20 Jan 2025
Closed30 Jan 2025
Technical Evaluation3 Apr 2025
Financial Evaluation13 Oct 2026
Award—

Bids

Item Rate

2 Bids13 Oct 2026

#	Company	Amount	Rank	Status
1	ummer sanjid L1₹4.7 LAccepted-Finance	₹4.7 L	L1	Accepted-Finance L1
2	P. KOYAKUTTY L2₹5.1 L+₹40,921.73 (8.69%)Rejected-Finance ACHANAMBALAM KANNAMANGALAM PO 676304 \| MALAPPURAM \| KERALA \| 676304	₹5.1 L+₹40,921.73 (8.69%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	P. KOYAKUTTY L2	ummer sanjid L1
1.00Appendix A
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	12	cum	3,837.41 ₹46,048.92	3,637.19 ₹43,646.28 Lowest
1.00	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.	20.86	sqm	313.81 ₹6,546.08	297.43 ₹6,204.39 Lowest
1.00	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)	188.03	sqm	409.64 ₹77,024.61	388.26 ₹73,004.53 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	80	sqm	80.19 ₹6,415.2	76 ₹6,080 Lowest
1.00	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.	1,116	sqm	13.98 ₹15,601.68	13.25 ₹14,787 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.	80	sqm	16.66 ₹1,332.8	15.79 ₹1,263.2 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	1,196	sqm	300 ₹3,58,800	272.46 ₹3,25,862.16 Lowest

Tender Value

Refer Docs

EMD Value

₹10,590

Closing Date

30 Jan 2025, 12:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

MUNICIPAL OFFICE

Work Description

A n n u a l P l a n - A n n u a l P l a n 2 0 2 4 - 2025,Malappuram Municipality-Palakkatupadi Padinharemukku Parammal Road Retarring Ward 1 Project No 27/25-General Civil Work- 2022-23

Tender Information

Tender ID

2025_LSGD_728064_1

Reference Number

AE/LIDEW/MLPM/03/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Malappuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredBID SECURITY REMITTANCE (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredVALID REGISTRATION CERTIFICATE (.pdf)

RequiredGST AND AADHAR (.pdf)

RequiredNIT AND SBD (.pdf)

RequiredINTEGRITY PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,590

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

20 Jan 2025

Bid Opening

30 Jan 2025

Download Starts

20 Jan 2025

Download Ends

30 Jan 2025

Submission Starts

20 Jan 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

ummer sanjid

L1₹4.7 LAccepted-Finance

P. KOYAKUTTY

L2₹5.1 L+₹40,921.73 (8.69%)Rejected-Finance

ACHANAMBALAM KANNAMANGALAM PO 676304 | MALAPPURAM | KERALA | 676304

Sl No	Description	Qty	Unit	P. KOYAKUTTY L2	ummer sanjid L1
1.00Appendix A
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	12	cum	3,837.41 ₹46,048.92	3,637.19 ₹43,646.28 Lowest
1.00	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.	20.86	sqm	313.81 ₹6,546.08	297.43 ₹6,204.39 Lowest
1.00	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)	188.03	sqm	409.64 ₹77,024.61	388.26 ₹73,004.53 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	80	sqm	80.19 ₹6,415.2	76 ₹6,080 Lowest
1.00	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.	1,116	sqm	13.98 ₹15,601.68	13.25 ₹14,787 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.	80	sqm	16.66 ₹1,332.8	15.79 ₹1,263.2 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	1,196	sqm	300 ₹3,58,800	272.46 ₹3,25,862.16 Lowest

Sl No

Description

Qty

Unit

P. KOYAKUTTY

ummer sanjid

1.00Appendix A

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

cum

3,837.41

₹46,048.92

3,637.19

₹43,646.28

Lowest

1.00

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.

20.86

sqm

313.81

₹6,546.08

297.43

₹6,204.39

Lowest

1.00

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)

188.03

sqm

409.64

₹77,024.61

388.26

₹73,004.53

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

sqm

80.19

₹6,415.2

₹6,080

Lowest

1.00

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.

1,116

sqm

13.98

₹15,601.68

13.25

₹14,787

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.

sqm

16.66

₹1,332.8

15.79

₹1,263.2

Lowest

1.01

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

1,196

sqm

300

₹3,58,800

272.46

₹3,25,862.16

Lowest