Kerala

AOC

Works

Civil Works - Roads

NLR MLTY 2025-26 PR.NO.189/26 PALAYI RATION SHOP - POOVATHUMKUNDU ROAD -IMPROVEMENT

Local Self Government Department

Nileshwaram | Kasaragod, Kerala

Amount: ₹9.1 LCloses: 23 Oct 2025Closed

Timeline

Published16 Oct 2025
Closed23 Oct 2025
Technical Evaluation19 Nov 2025
Financial Evaluation19 Nov 2025
Awarded21 Nov 2025

Bids

Item Rate

2 Bids21 Nov 2025

#	Company	Amount	Rank	Status
1	V V Manojan L1₹9.1 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 \| KASARAGOD \| KERALA \| 671532	₹9.1 L	L1	Accepted-AOC L1
2	V V BALAN L2₹10.0 L+₹90,733.30 (10.0%)Rejected-Finance	₹10.0 L+₹90,733.30 (10.0%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Tarring
1.00	14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder	72.35	cum	2,500 ₹1,80,875 Lowest	2,750 ₹1,98,962.5
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.	28.8	cum	60 ₹1,728 Lowest	66 ₹1,900.8
1.00	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. <br>(ii) Using Gravel mix soil.	28.1	cum	2,075 ₹58,307.5 Lowest	2,282.5 ₹64,138.25
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	71.1	cum	3,800 ₹2,70,180 Lowest	4,180 ₹2,97,198
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	474	sqm	80 ₹37,920 Lowest	88 ₹41,712
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.	474	sqm	15 ₹7,110 Lowest	16.5 ₹7,821
1.01	75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)	474	sqm	275 ₹1,30,350 Lowest	302.5 ₹1,43,385
1.01	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)	474	sqm	75 ₹35,550 Lowest	82.5 ₹39,105
2.00Road concreting

Tender Value

₹9.1 L

EMD Value

₹22,700

Closing Date

23 Oct 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Nileshwaram Municipality

Work Description

NLR MLTY 2025-26 PR.NO.189/26 PALAYI RATION SHOP - POOVATHUMKUNDU ROAD -IMPROVEMENT

Tender Information

Tender ID

2025_LSGD_810089_7

Reference Number

ET03/2025/AE/NLRMLTY/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Nileshwaram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredATTESTED COPY OF LICENSE (.pdf)

RequiredPRELIMINARY AGREEMENT PRESCRIBED FORMAT (.pdf)

RequiredATTESTED COPY OF GST REGISTRATION (.pdf)

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

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)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,005

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹22,700

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

16 Oct 2025

Bid Opening

25 Oct 2025

Download Starts

16 Oct 2025

Download Ends

23 Oct 2025

Submission Starts

16 Oct 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_1352224.pdf

PDF

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

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

BOQ_1352224.xls

BOQ • 0.24 MB

SBD189.pdf

Tender Documents • 1.69 MB

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Company

V V Manojan

L1₹9.1 LAccepted-AOC

SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532

V V BALAN

L2₹10.0 L+₹90,733.30 (10.0%)Rejected-Finance

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Tarring
1.00	14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder	72.35	cum	2,500 ₹1,80,875 Lowest	2,750 ₹1,98,962.5
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.	28.8	cum	60 ₹1,728 Lowest	66 ₹1,900.8
1.00	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. <br>(ii) Using Gravel mix soil.	28.1	cum	2,075 ₹58,307.5 Lowest	2,282.5 ₹64,138.25
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	71.1	cum	3,800 ₹2,70,180 Lowest	4,180 ₹2,97,198
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	474	sqm	80 ₹37,920 Lowest	88 ₹41,712
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.	474	sqm	15 ₹7,110 Lowest	16.5 ₹7,821
1.01	75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)	474	sqm	275 ₹1,30,350 Lowest	302.5 ₹1,43,385
1.01	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)	474	sqm	75 ₹35,550 Lowest	82.5 ₹39,105
2.00Road concreting

Sl No

Description

Qty

Unit

V V Manojan

V V BALAN

1.00Road Tarring

1.00

14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder

72.35

cum

2,500

₹1,80,875

Lowest

2,750

₹1,98,962.5

1.00

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.

28.8

cum

₹1,728

Lowest

₹1,900.8

1.00

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.

28.1

cum

2,075

₹58,307.5

Lowest

2,282.5

₹64,138.25

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

71.1

cum

3,800

₹2,70,180

Lowest

4,180

₹2,97,198

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

474

sqm

₹37,920

Lowest

₹41,712

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.

474

sqm

₹7,110

Lowest

16.5

₹7,821

1.01

75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) Case - I By Manual Means (II) Bitumen (S-65) (VG - 30)

474

sqm

275

₹1,30,350

Lowest

302.5

₹1,43,385

1.01

5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)

474

sqm

₹35,550

Lowest

82.5

₹39,105

2.00Road concreting