Tender ID

Kerala

AOC

Works

Civil Works - Roads

550 VAZHIPPARA AZHUVALAPPIL ROAD VAZHIPPARA MIHRAJ PADI ROAD

Local Self Government Department

Angadippuram | Malappuram, Kerala

Amount: ₹6.5 LCloses: 24 May 2025Closed

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Timeline

Published13 May 2025
Closed24 May 2025
Awarded19 Nov 2025

Bids

Item Rate

2 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	Shameem 1₹7.1 LAccepted-AOC	₹7.1 L	1	Accepted-AOC LOWEST RATE ACCEPTED
2	K Moosa Rejected-Technical	-	-	Rejected-Technical SECOND BIDDER

BoQ Comparative

Line Items (14)

Sl No	Description	Qty	Unit	Shameem L1	K Moosa L2
1.00A. VAZHIPPARA AZHUVALAPPIL ROAD RE-TARRING
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.	95.76	sqm	302.64 ₹28,980.81 Lowest	320 ₹30,643.2
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.	537	sqm	14.11 ₹7,577.07 Lowest	15 ₹8,055
1.00	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)	537	sqm	270.37 ₹1,45,188.69 Lowest	280 ₹1,50,360
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.	21.48	cum	70.9 ₹1,522.93 Lowest	80 ₹1,718.4
1.00	OD517287/2024-2025:(OD from DAR 51.2.3) Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	10.74	cum	1,034.24 ₹11,107.74 Lowest	1,100 ₹11,814
1.01	OD517285/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification	10.74	cum	8,840.51 ₹94,947.08 Lowest	8,900 ₹95,586
1.01	OD242201/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering &amp;amp; fixing	1	each	2,996.85 ₹2,996.85 Lowest	3,000 ₹3,000
2.00B.VAZHIPARA MIHRAJPADI ROAD RETARRING
2.00	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.	54	sqm	10.87 ₹586.98 Lowest	11 ₹594

Tender Value

₹6.5 L

EMD Value

₹16,236

Closing Date

24 May 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

AE, Angadippuram GP

Address

LID EW SECTION ANGADIPPURAM

Work Description

RE TARRING

Tender Information

Tender ID

2025_LSGD_764159_28

Reference Number

08/TEN/AE/AGPM/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Angadippuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled an d signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

Requiredcopy of NIT and SBD (.pdf)

RequiredGST details (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,435

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,236

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

13 May 2025

Bid Opening

26 May 2025

Download Starts

13 May 2025

Download Ends

24 May 2025

Submission Starts

13 May 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_1244909.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

Shameem

1₹7.1 LAccepted-AOC

K Moosa

Rejected-Technical

Sl No	Description	Qty	Unit	Shameem L1	K Moosa L2
1.00A. VAZHIPPARA AZHUVALAPPIL ROAD RE-TARRING
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.	95.76	sqm	302.64 ₹28,980.81 Lowest	320 ₹30,643.2
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.	537	sqm	14.11 ₹7,577.07 Lowest	15 ₹8,055
1.00	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)	537	sqm	270.37 ₹1,45,188.69 Lowest	280 ₹1,50,360
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.	21.48	cum	70.9 ₹1,522.93 Lowest	80 ₹1,718.4
1.00	OD517287/2024-2025:(OD from DAR 51.2.3) Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	10.74	cum	1,034.24 ₹11,107.74 Lowest	1,100 ₹11,814
1.01	OD517285/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification	10.74	cum	8,840.51 ₹94,947.08 Lowest	8,900 ₹95,586
1.01	OD242201/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering &amp;amp; fixing	1	each	2,996.85 ₹2,996.85 Lowest	3,000 ₹3,000
2.00B.VAZHIPARA MIHRAJPADI ROAD RETARRING
2.00	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.	54	sqm	10.87 ₹586.98 Lowest	11 ₹594

Sl No

Description

Qty

Unit

Shameem

K Moosa

1.00A. VAZHIPPARA AZHUVALAPPIL ROAD RE-TARRING

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.

95.76

sqm

302.64

₹28,980.81

Lowest

320

₹30,643.2

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.

537

sqm

14.11

₹7,577.07

Lowest

₹8,055

1.00

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)

537

sqm

270.37

₹1,45,188.69

Lowest

280

₹1,50,360

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.

21.48

cum

70.9

₹1,522.93

Lowest

₹1,718.4

1.00

OD517287/2024-2025:(OD from DAR 51.2.3) Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

10.74

cum

1,034.24

₹11,107.74

Lowest

1,100

₹11,814

1.01

OD517285/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification

10.74

cum

8,840.51

₹94,947.08

Lowest

8,900

₹95,586

1.01

OD242201/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering &amp;amp; fixing

each

2,996.85

₹2,996.85

Lowest

3,000

₹3,000

2.00B.VAZHIPARA MIHRAJPADI ROAD RETARRING

2.00

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.

sqm

10.87

₹586.98

Lowest

₹594