Kerala

AOC

Works

Civil Works - Roads

Annual Plan-DP 2024-25 AYAMKADAVU KARIPPADAKAM PERLADUKKAM ROAD MAINTANANCE IN BEDADUKA GP-PR NO 877-General Civil Work

Local Self Government Department

BEDADUKA GP | Kasaragod, Kerala

Amount: ₹4.2 LCloses: 15 Mar 2025Closed

Timeline

Published7 Mar 2025
Closed15 Mar 2025
Technical Evaluation14 Apr 2025
Awarded3 Aug 2026

Bids

Item Rate

2 Bids3 Aug 2026

#	Company	Amount	Rank	Status
1	ABDUL NAVAS BM L1₹4.1 LAccepted-AOC	₹4.1 L	L1	Accepted-AOC L1
2	SHAMSHEER B.M L2₹4.2 L+₹16,741.88 (4.13%)Rejected-Finance	₹4.2 L+₹16,741.88 (4.13%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	SHAMSHEER B.M L2	ABDUL NAVAS BM L1
1.00Road maintenance
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	75.6	cum	15 ₹1,134	14.39 ₹1,087.88 Lowest
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	75.6	cum	3,255 ₹2,46,078	3,121.55 ₹2,35,989.18 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	504	sqm	69 ₹34,776	66.17 ₹33,349.68 Lowest
1.00	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.	504	sqm	12.12 ₹6,108.48 Lowest	13.71 ₹6,909.84
1.00	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)	504	sqm	251 ₹1,26,504	239.75 ₹1,20,834 Lowest
1.01	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	16.8	cum	453 ₹7,610.4	434.43 ₹7,298.42 Lowest

Tender Value

₹4.2 L

EMD Value

₹10,577

Closing Date

15 Mar 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

AEE

Address

AEE LID EW DIV KSD

Work Description

AYAMKADAVU KARIPPADAKAM PERLADUKKAM ROAD MAINTANANCE

Tender Information

Tender ID

2025_LSGD_747343_1

Reference Number

145/24-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

BEDADUKA GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical/Finance

RequiredATTESTED COPY OF LICENSE (.pdf)

RequiredPRELIMINARY AGREEMENT PRESCRIBED FORMAT (.pdf)

RequiredATTESTED COPY OF GST REGISTRATION (.pdf)

RequiredANY ADDITIONAL DOCUMENT (.pdf)

RequiredBOQ(quoted rate should be limited to two decimal points) (.xls)

RequiredFINANCIAL STABILITY CERTIFICATE (.pdf)

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

RequiredPancard (.pdf)

RequiredDuly filled and signed copy of requisition for epayment form as per item no6 PartVI of this bid doc (.pdf)

RequiredBid security Exemption certificate if any (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no1 PartVI of this bid document (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no3 PartVI of this bid documen (.pdf)

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

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,577

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Aug 2026

Published

7 Mar 2025

Bid Opening

18 Mar 2025

Download Starts

7 Mar 2025

Download Ends

15 Mar 2025

Submission Starts

7 Mar 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_1207392.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

ABDUL NAVAS BM

L1₹4.1 LAccepted-AOC

SHAMSHEER B.M

L2₹4.2 L+₹16,741.88 (4.13%)Rejected-Finance

Sl No	Description	Qty	Unit	SHAMSHEER B.M L2	ABDUL NAVAS BM L1
1.00Road maintenance
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	75.6	cum	15 ₹1,134	14.39 ₹1,087.88 Lowest
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	75.6	cum	3,255 ₹2,46,078	3,121.55 ₹2,35,989.18 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	504	sqm	69 ₹34,776	66.17 ₹33,349.68 Lowest
1.00	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.	504	sqm	12.12 ₹6,108.48 Lowest	13.71 ₹6,909.84
1.00	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)	504	sqm	251 ₹1,26,504	239.75 ₹1,20,834 Lowest
1.01	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	16.8	cum	453 ₹7,610.4	434.43 ₹7,298.42 Lowest

Sl No

Description

Qty

Unit

SHAMSHEER B.M

ABDUL NAVAS BM

1.00Road maintenance

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

75.6

cum

₹1,134

14.39

₹1,087.88

Lowest

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

75.6

cum

3,255

₹2,46,078

3,121.55

₹2,35,989.18

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

504

sqm

₹34,776

66.17

₹33,349.68

Lowest

1.00

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.

504

sqm

12.12

₹6,108.48

Lowest

13.71

₹6,909.84

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)

504

sqm

251

₹1,26,504

239.75

₹1,20,834

Lowest

1.01

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

16.8

cum

453

₹7,610.4

434.43

₹7,298.42

Lowest