Kerala

AOC

Works

Civil Works - Roads

UCR Improvements to Athirkadu-Njavalinkadavu Link Road (Thiradhesha Road) in Ward 12 of Lakkidi_Peroor Grama Panchayat

Harbour Engineering Department

lakkidi | Palakkad, Kerala

Amount: ₹25.3 LCloses: 11 Feb 2026Closed

Timeline

Published31 Jan 2026
Closed11 Feb 2026
Awarded4 Jul 2026

Bids

Item Rate

2 Bids4 Jul 2026

#	Company	Amount	Rank	Status
1	K HARINARAYANAN L1₹24.3 LAccepted-AOC	₹24.3 L	L1	Accepted-AOC L1 EXECUTED AGREEMENT
2	SUJEESH V L2₹27.5 L+₹3.2 L (13.3%)Rejected-AOC	₹27.5 L+₹3.2 L (13.3%)	L2	Rejected-AOC L1 EXECUTED AGREEMENT

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	K HARINARAYANAN L1	SUJEESH V L2
1.00Road Work
1.00	OD4338/2025-2026:Filling up low-lying and waterlogged areas with local material such as Quarry Muck / local available material, including loading, transportation, unloading, spreading in uniform layers not exceeding 250 mm thickness, levelling, watering if required, and compacting using appropriate mechanical means (rammer/plate compactor/roller), to achieve required CBR improvement in subgrade as directed by the departmental officers. Rate inclusive of cost and conveyance of all materials, labour, tools, equipment, hire charges, and all incidental charges, etc., complete. (Based on the item No. 3.3)	99	cum	909.63 ₹90,053.37 Lowest	1,000 ₹99,000
1.00	OD5161/2025-2026:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers on the prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 - Plant Mix Method (Based on spec 4.1.A1)	203	cum	3,204.36 ₹6,50,485.08 Lowest	3,500 ₹7,10,500
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	146	cum	3,600.61 ₹5,25,689.06 Lowest	4,000 ₹5,84,000
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	935	sqm	73.78 ₹68,984.3 Lowest	100 ₹93,500
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.	935	sqm	16.03 ₹14,988.05 Lowest	20 ₹18,700
1.01	5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - 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 Mechanical Means :- Type B (II) Bitumen (S-65)	935	sqm	205.1 ₹1,91,768.5 Lowest	250 ₹2,33,750
1.01	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	8	cum	9,491.55 ₹75,932.4 Lowest	10,000 ₹80,000
1.01	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	33	cum	9,133.91 ₹3,01,419.03 Lowest	10,000 ₹3,30,000
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	96,419.81 ₹30,854.34 Lowest	1,10,000 ₹35,200

Corrigenda

Corrigendum

1 updatesLatest on 13 Feb 2026Submission Ends:11 Feb 202619 Feb 2026

Date changes

Download Ends11 Feb 202619 Feb 2026Submission Ends11 Feb 202619 Feb 2026Bid Opening13 Feb 202621 Feb 2026

Tender Value

₹25.3 L

EMD Value

₹50,000

Closing Date

11 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive engineer,HED malappuram

Address

OFFICE OF THE EXECUTIVE ENGINEER MALAPPURAM DIVISION PONNANI

Work Description

quarry muck filling, granular sub-base, and wet mix macadam, berm concrete, side protection work

Tender Information

Tender ID

2026_HED_832321_1

Reference Number

HED/CEHED/TR/783/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

lakkidi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSelf attested copy of the bidders valid registration certificate (.pdf)

RequiredCopy of remittance bid submission fee and bid security (.pdf)

RequiredDuly filled and signed copy of of Preliminary Agreement in Kerala stamp paper worth Rs.200/- (.pdf)

RequiredDuly filled and Signed copy Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredComplete set of bid document with NIT and Sections 1 to VII using his DSC (.pdf)

RequiredDuly filled BOQ file in MS excel format (.xls)

RequiredDuly filled and signed copy of requisition for e-payment form (.pdf)

RequiredDuly filled and signed copy of affidavit attested by Notary on Kerala stamp paper worth RS.200/- (.pdf)

RequiredDrawing (.pdf)

RequiredGST Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jul 2026

Published

31 Jan 2026

Bid Opening

13 Feb 2026

Download Starts

2 Feb 2026

Download Ends

11 Feb 2026

Submission Starts

2 Feb 2026

Clarification Period

31 Jan 2026 - 2 Feb 2026

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_1399031.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

K HARINARAYANAN

L1₹24.3 LAccepted-AOC

SUJEESH V

L2₹27.5 L+₹3.2 L (13.3%)Rejected-AOC

Sl No	Description	Qty	Unit	K HARINARAYANAN L1	SUJEESH V L2
1.00Road Work
1.00	OD4338/2025-2026:Filling up low-lying and waterlogged areas with local material such as Quarry Muck / local available material, including loading, transportation, unloading, spreading in uniform layers not exceeding 250 mm thickness, levelling, watering if required, and compacting using appropriate mechanical means (rammer/plate compactor/roller), to achieve required CBR improvement in subgrade as directed by the departmental officers. Rate inclusive of cost and conveyance of all materials, labour, tools, equipment, hire charges, and all incidental charges, etc., complete. (Based on the item No. 3.3)	99	cum	909.63 ₹90,053.37 Lowest	1,000 ₹99,000
1.00	OD5161/2025-2026:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers on the prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 - Plant Mix Method (Based on spec 4.1.A1)	203	cum	3,204.36 ₹6,50,485.08 Lowest	3,500 ₹7,10,500
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	146	cum	3,600.61 ₹5,25,689.06 Lowest	4,000 ₹5,84,000
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	935	sqm	73.78 ₹68,984.3 Lowest	100 ₹93,500
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.	935	sqm	16.03 ₹14,988.05 Lowest	20 ₹18,700
1.01	5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - 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 Mechanical Means :- Type B (II) Bitumen (S-65)	935	sqm	205.1 ₹1,91,768.5 Lowest	250 ₹2,33,750
1.01	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	8	cum	9,491.55 ₹75,932.4 Lowest	10,000 ₹80,000
1.01	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	33	cum	9,133.91 ₹3,01,419.03 Lowest	10,000 ₹3,30,000
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	96,419.81 ₹30,854.34 Lowest	1,10,000 ₹35,200

Sl No

Description

Qty

Unit

K HARINARAYANAN

SUJEESH V

1.00Road Work

1.00

OD4338/2025-2026:Filling up low-lying and waterlogged areas with local material such as Quarry Muck / local available material, including loading, transportation, unloading, spreading in uniform layers not exceeding 250 mm thickness, levelling, watering if required, and compacting using appropriate mechanical means (rammer/plate compactor/roller), to achieve required CBR improvement in subgrade as directed by the departmental officers. Rate inclusive of cost and conveyance of all materials, labour, tools, equipment, hire charges, and all incidental charges, etc., complete. (Based on the item No. 3.3)

cum

909.63

₹90,053.37

Lowest

1,000

₹99,000

1.00

OD5161/2025-2026:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers on the prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 - Plant Mix Method (Based on spec 4.1.A1)

203

cum

3,204.36

₹6,50,485.08

Lowest

3,500

₹7,10,500

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

146

cum

3,600.61

₹5,25,689.06

Lowest

4,000

₹5,84,000

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

935

sqm

73.78

₹68,984.3

Lowest

100

₹93,500

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.

935

sqm

16.03

₹14,988.05

Lowest

₹18,700

1.01

5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - 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 Mechanical Means :- Type B (II) Bitumen (S-65)

935

sqm

205.1

₹1,91,768.5

Lowest

250

₹2,33,750

1.01

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

cum

9,491.55

₹75,932.4

Lowest

10,000

₹80,000

1.01

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

cum

9,133.91

₹3,01,419.03

Lowest

10,000

₹3,30,000

1.01

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.32

tonne

96,419.81

₹30,854.34

Lowest

1,10,000

₹35,200