Kerala

AOC

Works

Civil Works - Roads

MLA LAC ADS UDUMA CONSTITUENCY ARAMANGANAM YOUNG BROTHERS THODU KUNDAR ROAD IMPROVEMENT

Local Self Government Department

UDUMA | Kasaragod, Kerala

Amount: ₹25.4 LCloses: 27 Sept 2025Closed

Timeline

Published17 Sept 2025
Closed27 Sept 2025
Awarded19 Nov 2025

Bids

Item Rate

2 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	SHAMEER A L1₹24.9 LAccepted-AOC PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR	₹24.9 L	L1	Accepted-AOC L1
2	AZARUDEEN E A L2₹25.0 L+₹15,414.16 (0.62%)Rejected-Finance	₹25.0 L+₹15,414.16 (0.62%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (15)

Sl No	Description	Qty	Unit	SHAMEER A L1	AZARUDEEN E A L2
1.00ROAD
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	59.94	cum	51 ₹3,056.94	50.62 ₹3,034.16 Lowest
1.00	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	171.75	cum	6,300 ₹10,82,006.1 Lowest	6,310.99 ₹10,83,893.6
1.00	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	13.49	cum	8,750 ₹1,18,037.5 Lowest	8,810.38 ₹1,18,852.03
1.00	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	4.62	cum	9,300 ₹42,966	9,155.9 ₹42,300.26 Lowest
1.00	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	94,000 ₹30,362	93,011.03 ₹30,042.56 Lowest
1.01	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	154.65	cum	64 ₹9,897.6	63 ₹9,742.95 Lowest
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	89.5	cum	2,300 ₹2,05,850 Lowest	2,301.53 ₹2,05,986.94
1.01	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	130.65	cum	3,400 ₹4,44,210 Lowest	3,475.92 ₹4,54,128.95
1.01	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	871	sqm	76 ₹66,196	74.76 ₹65,115.96 Lowest

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

27 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Execurtive Engineer

Address

Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR

Work Description

ROAD CONSTRUCTION

Tender Information

Tender ID

2025_LSGD_781057_3

Reference Number

68/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

365 days

Location

UDUMA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredEPAYMENT FORM ,BID SUBMISSION AND REMITTANCE FEE DETAILS (.pdf)

RequiredAFFADAVIT, INTEGRITY PACT CERTIFICATE AND OTHER DOCUMENTS (.pdf)

RequiredS B D (.pdf)

RequiredPANCARD, GST REGISTRATION CERTIFICATE , CONTRACTOR REGISTRATIIN CERTIFICATE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

17 Sept 2025

Bid Opening

29 Sept 2025

Download Starts

17 Sept 2025

Download Ends

27 Sept 2025

Submission Starts

17 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

finance_1321024.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

SHAMEER A

L1₹24.9 LAccepted-AOC

PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR

AZARUDEEN E A

L2₹25.0 L+₹15,414.16 (0.62%)Rejected-Finance

Sl No	Description	Qty	Unit	SHAMEER A L1	AZARUDEEN E A L2
1.00ROAD
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	59.94	cum	51 ₹3,056.94	50.62 ₹3,034.16 Lowest
1.00	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	171.75	cum	6,300 ₹10,82,006.1 Lowest	6,310.99 ₹10,83,893.6
1.00	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	13.49	cum	8,750 ₹1,18,037.5 Lowest	8,810.38 ₹1,18,852.03
1.00	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	4.62	cum	9,300 ₹42,966	9,155.9 ₹42,300.26 Lowest
1.00	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	94,000 ₹30,362	93,011.03 ₹30,042.56 Lowest
1.01	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	154.65	cum	64 ₹9,897.6	63 ₹9,742.95 Lowest
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	89.5	cum	2,300 ₹2,05,850 Lowest	2,301.53 ₹2,05,986.94
1.01	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	130.65	cum	3,400 ₹4,44,210 Lowest	3,475.92 ₹4,54,128.95
1.01	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	871	sqm	76 ₹66,196	74.76 ₹65,115.96 Lowest

Sl No

Description

Qty

Unit

SHAMEER A

AZARUDEEN E A

1.00ROAD

1.00

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

59.94

cum

₹3,056.94

50.62

₹3,034.16

Lowest

1.00

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

171.75

cum

6,300

₹10,82,006.1

Lowest

6,310.99

₹10,83,893.6

1.00

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

13.49

cum

8,750

₹1,18,037.5

Lowest

8,810.38

₹1,18,852.03

1.00

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

4.62

cum

9,300

₹42,966

9,155.9

₹42,300.26

Lowest

1.00

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.32

tonne

94,000

₹30,362

93,011.03

₹30,042.56

Lowest

1.01

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

154.65

cum

₹9,897.6

₹9,742.95

Lowest

1.01

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

89.5

cum

2,300

₹2,05,850

Lowest

2,301.53

₹2,05,986.94

1.01

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

130.65

cum

3,400

₹4,44,210

Lowest

3,475.92

₹4,54,128.95

1.01

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

871

sqm

₹66,196

74.76

₹65,115.96

Lowest