Kerala

AOC

Works

Civil Works - Roads

Annual Plan-2025-26 Kuzhinjodipparambu Manningachaalil Road Tarring in Pulpatta GP Proj no 492/26

Local Self Government Department

PULPATTA | Malappuram, Kerala

Amount: ₹1.4 LCloses: 11 Nov 2025Closed

Timeline

Published4 Nov 2025
Closed11 Nov 2025
Awarded18 May 2026

Bids

Item Rate

2 Bids18 May 2026

#	Company	Amount	Rank	Status
1	K. Abdussalam L1₹1.4 LAccepted-AOC	₹1.4 L	L1	Accepted-AOC AGREEMENT EXECUTED
2	NIYAS E L2₹2.7 L+₹1.3 L (89.7%)Rejected-Finance	₹2.7 L+₹1.3 L (89.7%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	K. Abdussalam L1	NIYAS E L2
1.00Improvemet works
1.00	OD353868/2025-2026: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	117	sqm	33.75 ₹3,948.75 Lowest	133.75 ₹15,648.75
1.00	4.1.A.1: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	11.7	cum	3,077.04 ₹36,001.37 Lowest	13,077.04 ₹1,53,001.37
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	17.55	cum	3,449.92 ₹60,546.1 Lowest	3,449.92 ₹60,546.1 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	117	sqm	75.89 ₹8,879.13 Lowest	75.89 ₹8,879.13 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.	117	sqm	16.39 ₹1,917.63 Lowest	16.39 ₹1,917.63 Lowest
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)	117	sqm	275.36 ₹32,217.12 Lowest	275.36 ₹32,217.12 Lowest

Tender Value

₹1.4 L

EMD Value

₹3,588

Closing Date

11 Nov 2025, 6:55 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o ASSISTANT ENGINEERLID EWSECTION PULPATTA GP

Work Description

Annual Plan-2025-26 Kuzhinjodipparambu Manningachaalil Road Tarring in Pulpatta GP Proj no 492/26

Tender Information

Tender ID

2025_LSGD_818527_5

Reference Number

06/ET/AE/PPT/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PULPATTA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredDuly filled and signed copy of preliminary agreement as per item No.2 part VI of document (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredFORM OF INTEGRITYPACT CERTIFICATE (.pdf)

RequiredDuly filled and signed copy of AFFIDAVIT (.pdf)

RequiredDuly filled and signed copy of requisition for E- PAYMENT FORM (.pdf)

RequiredBidders valid registration certificate, GST Registration Certificate, Pancard of Bidder (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹3,588

Important Dates

Last Activity

18 May 2026

Published

4 Nov 2025

Bid Opening

13 Nov 2025

Download Starts

4 Nov 2025

Download Ends

11 Nov 2025

Submission Starts

4 Nov 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_1372009.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 • 0.28 MB

Work Item Documents

BOQ_1372009.xls

BOQ • 0.30 MB

NIT.pdf

Tender Documents • 0.03 MB

SBD.pdf

Tender Documents • 1.81 MB

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Company

K. Abdussalam

L1₹1.4 LAccepted-AOC

NIYAS E

L2₹2.7 L+₹1.3 L (89.7%)Rejected-Finance

Sl No	Description	Qty	Unit	K. Abdussalam L1	NIYAS E L2
1.00Improvemet works
1.00	OD353868/2025-2026: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	117	sqm	33.75 ₹3,948.75 Lowest	133.75 ₹15,648.75
1.00	4.1.A.1: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	11.7	cum	3,077.04 ₹36,001.37 Lowest	13,077.04 ₹1,53,001.37
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	17.55	cum	3,449.92 ₹60,546.1 Lowest	3,449.92 ₹60,546.1 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	117	sqm	75.89 ₹8,879.13 Lowest	75.89 ₹8,879.13 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.	117	sqm	16.39 ₹1,917.63 Lowest	16.39 ₹1,917.63 Lowest
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)	117	sqm	275.36 ₹32,217.12 Lowest	275.36 ₹32,217.12 Lowest

Sl No

Description

Qty

Unit

K. Abdussalam

NIYAS E

1.00Improvemet works

1.00

OD353868/2025-2026: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

117

sqm

33.75

₹3,948.75

Lowest

133.75

₹15,648.75

1.00

4.1.A.1: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

11.7

cum

3,077.04

₹36,001.37

Lowest

13,077.04

₹1,53,001.37

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

17.55

cum

3,449.92

₹60,546.1

Lowest

3,449.92

₹60,546.1

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

117

sqm

75.89

₹8,879.13

Lowest

75.89

₹8,879.13

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.

117

sqm

16.39

₹1,917.63

Lowest

16.39

₹1,917.63

Lowest

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)

117

sqm

275.36

₹32,217.12

Lowest

275.36

₹32,217.12

Lowest