Tender ID

Kerala

AOC

Works

Civil Works - Roads

Koottilangadi GP Renovation works to Cheloor School padi Kanjirodi Alumkunnu road in ward No12 pro no 82

Local Self Government Department

koottilangadi | Malappuram, Kerala

Amount: ₹4.2 LCloses: 4 Nov 2025Closed

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Timeline

Published28 Oct 2025
Closed4 Nov 2025
Awarded17 Feb 2026

Bids

Item Rate

2 Bids17 Feb 2026

#	Company	Amount	Rank	Status
1	ABDUL NOUFAL T K L1₹3.5 LAccepted-AOC	₹3.5 L	L1	Accepted-AOC agrmnt exctd
2	ASHRAF CHEERANGAN Rejected-Technical CHITHAN VIL ATHYAPI P O MALAPPURAM 676517 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 676517	-	-	Rejected-Technical high rate

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	ABDUL NOUFAL T K L1	ASHRAF CHEERANGAN L2
1.00Improvement Work
1.00	OD354908/2025-2026:[OD from DAR 2.28.1] - 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	417	sqm	28.08 ₹11,709.36 Lowest	32.21 ₹13,431.57
1.00	OD354909/2025-2026:[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	41.7	cum	785.64 ₹32,761.19 Lowest	901.13 ₹37,577.12
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	62.55	cum	2,870.33 ₹1,79,539.14 Lowest	3,292.26 ₹2,05,930.86
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	417	sqm	63.14 ₹26,329.38 Lowest	72.42 ₹30,199.14
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.	417	sqm	13.6 ₹5,671.2 Lowest	15.64 ₹6,521.88
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)	417	sqm	229.1 ₹95,534.7 Lowest	262.78 ₹1,09,579.26

Tender Value

₹4.2 L

EMD Value

₹10,564

Closing Date

4 Nov 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Jithesh S

Address

AE LID EW section Koottilangadi GP

Work Description

Koottilangadi GP Renovation works to Cheloor School padi Kanjirodi Alumkunnu road in ward No12 pro no 82

Tender Information

Tender ID

2025_LSGD_815939_1

Reference Number

09-Etender/2025-26/AE/LSGD/KTD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

koottilangadi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredTENDER FORMS (.pdf)

RequiredSBD (.pdf)

RequiredNIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,564

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Feb 2026

Published

28 Oct 2025

Bid Opening

6 Nov 2025

Download Starts

28 Oct 2025

Download Ends

4 Nov 2025

Submission Starts

28 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

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 • 0.29 MB

Work Item Documents

BOQ_1366323.xls

BOQ • 0.30 MB

1.pdf

Tender Documents • 1.83 MB

affidaitpreliminaryformoftenderintegritypactepayment.pdf

Tender Documents • 0.41 MB

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Company

ABDUL NOUFAL T K

L1₹3.5 LAccepted-AOC

ASHRAF CHEERANGAN

Rejected-Technical

CHITHAN VIL ATHYAPI P O MALAPPURAM 676517 | MALAPPURAM | MALAPPURAM | KERALA | 676517

Sl No	Description	Qty	Unit	ABDUL NOUFAL T K L1	ASHRAF CHEERANGAN L2
1.00Improvement Work
1.00	OD354908/2025-2026:[OD from DAR 2.28.1] - 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	417	sqm	28.08 ₹11,709.36 Lowest	32.21 ₹13,431.57
1.00	OD354909/2025-2026:[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	41.7	cum	785.64 ₹32,761.19 Lowest	901.13 ₹37,577.12
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	62.55	cum	2,870.33 ₹1,79,539.14 Lowest	3,292.26 ₹2,05,930.86
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	417	sqm	63.14 ₹26,329.38 Lowest	72.42 ₹30,199.14
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.	417	sqm	13.6 ₹5,671.2 Lowest	15.64 ₹6,521.88
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)	417	sqm	229.1 ₹95,534.7 Lowest	262.78 ₹1,09,579.26

Sl No

Description

Qty

Unit

ABDUL NOUFAL T K

ASHRAF CHEERANGAN

1.00Improvement Work

1.00

OD354908/2025-2026:[OD from DAR 2.28.1] - 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

417

sqm

28.08

₹11,709.36

Lowest

32.21

₹13,431.57

1.00

OD354909/2025-2026:[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

41.7

cum

785.64

₹32,761.19

Lowest

901.13

₹37,577.12

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

62.55

cum

2,870.33

₹1,79,539.14

Lowest

3,292.26

₹2,05,930.86

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

417

sqm

63.14

₹26,329.38

Lowest

72.42

₹30,199.14

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.

417

sqm

13.6

₹5,671.2

Lowest

15.64

₹6,521.88

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)

417

sqm

229.1

₹95,534.7

Lowest

262.78

₹1,09,579.26