Kerala

AOC

Works

Civil Works - Roads

GENERAL-FDR-Construction of Culvert and drainage facilities to Cherukara Muthukurussi road between km 5/700-5/900 in Perinthalmanna LAC-Works-General Civil Work

Public Works Department

Perinthalmanna | Malappuram, Kerala

Amount: ₹13.1 LCloses: 20 Sept 2025Closed

Timeline

Published10 Sept 2025
Closed20 Sept 2025
Awarded15 Nov 2025

Bids

Item Rate

4 Bids15 Nov 2025

#	Company	Amount	Rank	Status
1	Muhammed Shafi vemmully L1₹10.8 LAccepted-AOC	₹10.8 L	L1	Accepted-AOC L1
2	ABDU RAHMAN P Rejected-Technical	-	-	Rejected-Technical L3
3	LIVSMART BUILDERS LLP Rejected-Technical	-	-	Rejected-Technical L3
4	P P Musthafa Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (12)

Sl No	Description	Qty	Unit	Muhammed Shafi vemmully L1	LIVSMART BUILDERS LLP L3	P P Musthafa L2	ABDU RAHMAN P L4
1.00Detailed Estimate
1.00	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	188.4	cum	49.92 ₹9,404.93 Lowest	57.55 ₹10,842.42	50.89 ₹9,587.68	59.52 ₹11,213.57
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	41.25	cum	5,570.04 ₹2,29,764.15 Lowest	6,421.77 ₹2,64,898.01	5,678.2 ₹2,34,225.75	6,641.46 ₹2,73,960.23
1.00	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	58	cum	6,445.47 ₹3,73,817.92 Lowest	7,431.06 ₹4,30,979.19	6,570.62 ₹3,81,076.25	7,685.28 ₹4,45,723.18
1.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	11.99	cum	7,000.29 ₹83,919.48 Lowest	8,070.73 ₹96,751.91	7,136.22 ₹85,549.01	8,346.83 ₹1,00,061.8
1.00	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	6	cum	6,731.06 ₹40,386.36 Lowest	7,760.32 ₹46,561.92	6,861.76 ₹41,170.56	8,025.81 ₹48,154.86
1.01	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	1.12	MT	76,202.11 ₹85,651.17 Lowest	87,854.38 ₹98,748.32	77,681.76 ₹87,314.3	90,859.92 ₹1,02,126.55
1.01	13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material	1.68	cum	2,185.7 ₹3,671.98 Lowest	2,519.92 ₹4,233.47	2,228.14 ₹3,743.28	2,606.13 ₹4,378.3
1.01	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	33	cum	2,677.24 ₹88,348.92 Lowest	3,086.63 ₹1,01,858.79	2,729.23 ₹90,064.59	3,192.22 ₹1,05,343.26
1.01	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	33	cum	2,778.07 ₹91,676.31 Lowest	3,202.87 ₹1,05,694.71	2,832.01 ₹93,456.33	3,312.44 ₹1,09,310.52

Tender Value

₹13.1 L

EMD Value

₹32,839

Closing Date

20 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD Roads division Manjeri

Address

Executive Engineer, PWD Road manjeri

Work Description

GENERAL-FDR-Construction of Culvert and drainage facilities to Cherukara Muthukurussi road between km 5/700-5/900 in Perinthalmanna LAC-Works-General Civil Work

Tender Information

Tender ID

2025_PWD_795699_1

Reference Number

PWD/RB/TR/22759/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Perinthalmanna

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD merged with NIT (.pdf)

RequiredePayment form (.pdf)

RequiredForm of tender (.pdf)

RequiredPreliminary agreemen (.pdf)

RequiredIntegrity pact (.pdf)

RequiredLicense (.pdf)

RequiredGST Registration (.pdf)

RequiredAffidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹32,839

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Nov 2025

Published

10 Sept 2025

Bid Opening

22 Sept 2025

Download Starts

10 Sept 2025

Download Ends

20 Sept 2025

Submission Starts

10 Sept 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

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 • 0.03 MB

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Company

Muhammed Shafi vemmully

L1₹10.8 LAccepted-AOC

ABDU RAHMAN P

Rejected-Technical

LIVSMART BUILDERS LLP

Rejected-Technical

P P Musthafa

Rejected-Technical

Sl No	Description	Qty	Unit	Muhammed Shafi vemmully L1	LIVSMART BUILDERS LLP L3	P P Musthafa L2	ABDU RAHMAN P L4
1.00Detailed Estimate
1.00	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	188.4	cum	49.92 ₹9,404.93 Lowest	57.55 ₹10,842.42	50.89 ₹9,587.68	59.52 ₹11,213.57
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	41.25	cum	5,570.04 ₹2,29,764.15 Lowest	6,421.77 ₹2,64,898.01	5,678.2 ₹2,34,225.75	6,641.46 ₹2,73,960.23
1.00	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	58	cum	6,445.47 ₹3,73,817.92 Lowest	7,431.06 ₹4,30,979.19	6,570.62 ₹3,81,076.25	7,685.28 ₹4,45,723.18
1.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	11.99	cum	7,000.29 ₹83,919.48 Lowest	8,070.73 ₹96,751.91	7,136.22 ₹85,549.01	8,346.83 ₹1,00,061.8
1.00	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	6	cum	6,731.06 ₹40,386.36 Lowest	7,760.32 ₹46,561.92	6,861.76 ₹41,170.56	8,025.81 ₹48,154.86
1.01	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	1.12	MT	76,202.11 ₹85,651.17 Lowest	87,854.38 ₹98,748.32	77,681.76 ₹87,314.3	90,859.92 ₹1,02,126.55
1.01	13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material	1.68	cum	2,185.7 ₹3,671.98 Lowest	2,519.92 ₹4,233.47	2,228.14 ₹3,743.28	2,606.13 ₹4,378.3
1.01	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	33	cum	2,677.24 ₹88,348.92 Lowest	3,086.63 ₹1,01,858.79	2,729.23 ₹90,064.59	3,192.22 ₹1,05,343.26
1.01	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	33	cum	2,778.07 ₹91,676.31 Lowest	3,202.87 ₹1,05,694.71	2,832.01 ₹93,456.33	3,312.44 ₹1,09,310.52

Sl No

Description

Qty

Unit

Muhammed Shafi vemmully

LIVSMART BUILDERS LLP

P P Musthafa

ABDU RAHMAN P

1.00Detailed Estimate

1.00

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

188.4

cum

49.92

₹9,404.93

Lowest

57.55

₹10,842.42

50.89

₹9,587.68

59.52

₹11,213.57

1.00

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

41.25

cum

5,570.04

₹2,29,764.15

Lowest

6,421.77

₹2,64,898.01

5,678.2

₹2,34,225.75

6,641.46

₹2,73,960.23

1.00

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

cum

6,445.47

₹3,73,817.92

Lowest

7,431.06

₹4,30,979.19

6,570.62

₹3,81,076.25

7,685.28

₹4,45,723.18

1.00

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

11.99

cum

7,000.29

₹83,919.48

Lowest

8,070.73

₹96,751.91

7,136.22

₹85,549.01

8,346.83

₹1,00,061.8

1.00

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

cum

6,731.06

₹40,386.36

Lowest

7,760.32

₹46,561.92

6,861.76

₹41,170.56

8,025.81

₹48,154.86

1.01

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

1.12

76,202.11

₹85,651.17

Lowest

87,854.38

₹98,748.32

77,681.76

₹87,314.3

90,859.92

₹1,02,126.55

1.01

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

1.68

cum

2,185.7

₹3,671.98

Lowest

2,519.92

₹4,233.47

2,228.14

₹3,743.28

2,606.13

₹4,378.3

1.01

4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method

cum

2,677.24

₹88,348.92

Lowest

3,086.63

₹1,01,858.79

2,729.23

₹90,064.59

3,192.22

₹1,05,343.26

1.01

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

cum

2,778.07

₹91,676.31

Lowest

3,202.87

₹1,05,694.71

2,832.01

₹93,456.33

3,312.44

₹1,09,310.52