Kerala

AOC

Works

Civil Works - Buildings

Annual Plan415/25 MODAKKAYIL EZHIKKARA PARAMB ROAD CONSTRUCTON VALLIKKUNNU General Civil Work

Local Self Government Department

VALLIKKUNNU | Malappuram, Kerala

Amount: ₹4.2 LCloses: 4 Aug 2025Closed

Timeline

Published28 Jul 2025
Closed4 Aug 2025
Technical Evaluation11 Aug 2025
Financial Evaluation11 Aug 2025
Awarded19 Nov 2025

Bids

Item Rate

3 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	MOOSA K 1₹3.7 LAccepted-AOC	₹3.7 L	1	Accepted-AOC L1
2	AK BABU Rejected-Technical	-	-	Rejected-Technical L2
3	KUTTIALI K Rejected-Technical ARIYALLUR KODAKKAD VALLIKUNNU GRAMA PUNCHAYATH VALLIKUNNU \| KANNUR \| KERALA \| 670612	-	-	Rejected-Technical L3

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	MOOSA K L1	AK BABU L2	KUTTIALI K L3
1.00BLACK TOP ROAD RESTORATION
1.00	OD324053/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	348	sqm	29.57 ₹10,290.36 Lowest	33 ₹11,484	32.74 ₹11,393.52
1.00	OD141116/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	34.8	cum	2,658.57 ₹92,518.24 Lowest	3,000 ₹1,04,400	2,943.85 ₹1,02,445.98
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	45.24	cum	3,022 ₹1,36,715.28	3,000 ₹1,35,720 Lowest	3,346.42 ₹1,51,392.04
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	301.6	sqm	66.48 ₹20,050.37 Lowest	75 ₹22,620	73.61 ₹22,200.78
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.	301.6	sqm	14.36 ₹4,330.98 Lowest	16 ₹4,825.6	15.9 ₹4,795.44
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)	301.6	sqm	241.22 ₹72,751.95 Lowest	275 ₹82,940	267.1 ₹80,557.36
1.01	OD517579/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.64	cum	7,399.24 ₹34,332.47 Lowest	8,000 ₹37,120	8,193.22 ₹38,016.54

Tender Value

₹4.2 L

EMD Value

₹10,588

Closing Date

4 Aug 2025, 10:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/O ASSISTANT ENGINEER LSGD LID EW SECTION VALLIKKUNNU

Work Description

Annual Plan415/25 MODAKKAYIL EZHIKKARA PARAMB ROAD CONSTRUCTON VALLIKKUNNU General Civil Work

Tender Information

Tender ID

2025_LSGD_778929_7

Reference Number

05/2025/AE/LID EW/VKN

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Wise

Period of Work

180 days

Location

VALLIKKUNNU

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E-PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE(BOQ) (.xls)

RequiredPAN CARD (.pdf)

RequiredGST REGISTRATION (.pdf)

RequiredCERTIFICATE OF REGISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,588

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

28 Jul 2025

Bid Opening

5 Aug 2025

Download Starts

28 Jul 2025

Download Ends

4 Aug 2025

Submission Starts

28 Jul 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_1276711.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

MOOSA K

1₹3.7 LAccepted-AOC

AK BABU

Rejected-Technical

KUTTIALI K

Rejected-Technical

ARIYALLUR KODAKKAD VALLIKUNNU GRAMA PUNCHAYATH VALLIKUNNU | KANNUR | KERALA | 670612

Sl No	Description	Qty	Unit	MOOSA K L1	AK BABU L2	KUTTIALI K L3
1.00BLACK TOP ROAD RESTORATION
1.00	OD324053/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	348	sqm	29.57 ₹10,290.36 Lowest	33 ₹11,484	32.74 ₹11,393.52
1.00	OD141116/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	34.8	cum	2,658.57 ₹92,518.24 Lowest	3,000 ₹1,04,400	2,943.85 ₹1,02,445.98
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	45.24	cum	3,022 ₹1,36,715.28	3,000 ₹1,35,720 Lowest	3,346.42 ₹1,51,392.04
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	301.6	sqm	66.48 ₹20,050.37 Lowest	75 ₹22,620	73.61 ₹22,200.78
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.	301.6	sqm	14.36 ₹4,330.98 Lowest	16 ₹4,825.6	15.9 ₹4,795.44
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)	301.6	sqm	241.22 ₹72,751.95 Lowest	275 ₹82,940	267.1 ₹80,557.36
1.01	OD517579/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.64	cum	7,399.24 ₹34,332.47 Lowest	8,000 ₹37,120	8,193.22 ₹38,016.54

Sl No

Description

Qty

Unit

MOOSA K

AK BABU

KUTTIALI K

1.00BLACK TOP ROAD RESTORATION

1.00

OD324053/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

348

sqm

29.57

₹10,290.36

Lowest

₹11,484

32.74

₹11,393.52

1.00

OD141116/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

34.8

cum

2,658.57

₹92,518.24

Lowest

3,000

₹1,04,400

2,943.85

₹1,02,445.98

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

45.24

cum

3,022

₹1,36,715.28

3,000

₹1,35,720

Lowest

3,346.42

₹1,51,392.04

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

301.6

sqm

66.48

₹20,050.37

Lowest

₹22,620

73.61

₹22,200.78

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.

301.6

sqm

14.36

₹4,330.98

Lowest

₹4,825.6

15.9

₹4,795.44

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)

301.6

sqm

241.22

₹72,751.95

Lowest

275

₹82,940

267.1

₹80,557.36

1.01

OD517579/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

4.64

cum

7,399.24

₹34,332.47

Lowest

8,000

₹37,120

8,193.22

₹38,016.54