Kerala

AOC

Works

Civil Works - Roads

Annual Plan-2024-25 Keezhattur Grama Panchayath Project no 394/24-MAINTENANCE WORKS TO VAZHANGOD PATTERIKULAM

Local Self Government Department

19th, vazhangode | Malappuram, Kerala

Amount: ₹4.3 LCloses: 20 Jan 2025Closed

Timeline

Published10 Jan 2025
Closed20 Jan 2025
Technical Evaluation13 Apr 2025
Awarded30 Jun 2026

Bids

Item Rate

2 Bids30 Jun 2026

#	Company	Amount	Rank	Status
1	P. SHIHABUDHEEN 1₹4.2 LAccepted-AOC	₹4.2 L	1	Accepted-AOC L1
2	MUHAMMED NOUFAL K P Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	P. SHIHABUDHEEN L1	MUHAMMED NOUFAL K P L2
1.00Tarring works
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	52.6	sqm	269.88 ₹14,195.69 Lowest	275 ₹14,465
1.00	5.2.1a:Tack Coat<br> 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.	271.2	sqm	12.03 ₹3,262.54 Lowest	13 ₹3,525.6
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	288	sqm	9.77 ₹2,813.76 Lowest	10 ₹2,880
1.00	OD276093/2024-2025:(OD from DAR 51.2.3)Filling with Quarry Muck 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	21.6	cum	929.88 ₹20,085.41 Lowest	950 ₹20,520
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	54	cum	3,300.17 ₹1,78,209.18 Lowest	3,800 ₹2,05,200
1.01	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	427.8	sqm	68.96 ₹29,501.09 Lowest	70 ₹29,946
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.	427.8	sqm	14.33 ₹6,130.37 Lowest	15 ₹6,417
1.01	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)	699	sqm	240.3 ₹1,67,969.7 Lowest	250 ₹1,74,750
1.01	OD276092/2024-2025:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details Area of name board upto 1.80 X 1.20 m	2.16	sqm	403.28 ₹871.08 Lowest	450 ₹972

Tender Value

₹4.3 L

EMD Value

₹10,694

Closing Date

20 Jan 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Ae Office

Work Description

Annual Plan-2024-25 Keezhattur Grama Panchayath Project no 394/24-MAINTENANCE WORKS TO VAZHANGOD PATTERIKULAM

Tender Information

Tender ID

2025_LSGD_725158_1

Reference Number

02/AE/LID-EW/KZTR/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

19th, vazhangode

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 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹945

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,694

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jun 2026

Published

10 Jan 2025

Bid Opening

21 Jan 2025

Download Starts

10 Jan 2025

Download Ends

20 Jan 2025

Submission Starts

10 Jan 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_1152133.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

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Company

P. SHIHABUDHEEN

1₹4.2 LAccepted-AOC

MUHAMMED NOUFAL K P

Rejected-Technical

Sl No	Description	Qty	Unit	P. SHIHABUDHEEN L1	MUHAMMED NOUFAL K P L2
1.00Tarring works
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	52.6	sqm	269.88 ₹14,195.69 Lowest	275 ₹14,465
1.00	5.2.1a:Tack Coat<br> 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.	271.2	sqm	12.03 ₹3,262.54 Lowest	13 ₹3,525.6
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	288	sqm	9.77 ₹2,813.76 Lowest	10 ₹2,880
1.00	OD276093/2024-2025:(OD from DAR 51.2.3)Filling with Quarry Muck 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	21.6	cum	929.88 ₹20,085.41 Lowest	950 ₹20,520
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	54	cum	3,300.17 ₹1,78,209.18 Lowest	3,800 ₹2,05,200
1.01	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	427.8	sqm	68.96 ₹29,501.09 Lowest	70 ₹29,946
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.	427.8	sqm	14.33 ₹6,130.37 Lowest	15 ₹6,417
1.01	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)	699	sqm	240.3 ₹1,67,969.7 Lowest	250 ₹1,74,750
1.01	OD276092/2024-2025:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details Area of name board upto 1.80 X 1.20 m	2.16	sqm	403.28 ₹871.08 Lowest	450 ₹972

Sl No

Description

Qty

Unit

P. SHIHABUDHEEN

MUHAMMED NOUFAL K P

1.00Tarring works

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.

52.6

sqm

269.88

₹14,195.69

Lowest

275

₹14,465

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.

271.2

sqm

12.03

₹3,262.54

Lowest

₹3,525.6

1.00

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.

288

sqm

9.77

₹2,813.76

Lowest

₹2,880

1.00

OD276093/2024-2025:(OD from DAR 51.2.3)Filling with Quarry Muck 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

21.6

cum

929.88

₹20,085.41

Lowest

950

₹20,520

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

cum

3,300.17

₹1,78,209.18

Lowest

3,800

₹2,05,200

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

427.8

sqm

68.96

₹29,501.09

Lowest

₹29,946

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.

427.8

sqm

14.33

₹6,130.37

Lowest

₹6,417

1.01

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)

699

sqm

240.3

₹1,67,969.7

Lowest

250

₹1,74,750

1.01

OD276092/2024-2025:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details Area of name board upto 1.80 X 1.20 m

2.16

sqm

403.28

₹871.08

Lowest

450

₹972