Kerala

Financial BO

Works

Civil Works - Roads

43/26-27/AELSGD/KORAKKAD

Local Self Government Department

LAKKIDI PERUR GRAMA PANCHAYATH | Palakkad, Kerala

Amount: ₹2.5 LCloses: 9 Sept 2026Closed

Timeline

Published2 Sept 2026
Closed9 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids12 Oct 2026

#	Company	Amount	Rank	Status
1	SREEJITH L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance	₹2.2 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	K HARINARAYANAN L2₹2.3 L+₹2,861.94 (1.28%)Admitted-Fee/PreQual/Technical/Finance	₹2.3 L+₹2,861.94 (1.28%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	DINAKARAN.K L3₹2.3 L+₹6,160.67 (2.76%)Admitted-Fee/PreQual/Technical/Finance	₹2.3 L+₹6,160.67 (2.76%)	L3	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	K HARINARAYANAN L2	SREEJITH L1	DINAKARAN.K L3
1.00Road Renovation
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	34.69	cum	3,338.06 ₹1,15,803.98	3,300 ₹1,14,483.6 Lowest	3,386.82 ₹1,17,495.56
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	231.28	sqm	114.82 ₹26,555.57	113 ₹26,134.64 Lowest	116.5 ₹26,944.12
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	231.28	sqm	25.9 ₹5,990.15	25 ₹5,782 Lowest	26.28 ₹6,078.04
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	231.28	sqm	323.82 ₹74,893.09	320 ₹74,009.6 Lowest	328.55 ₹75,987.04
1.00	OD134216/2026-2027:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers	1	each	2,516.99 ₹2,516.99	2,488 ₹2,488 Lowest	2,553.75 ₹2,553.75

Tender Value

₹2.5 L

Closing Date

9 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Address

OFFICE OF THE ASSISTANT ENGINEER LPGP

Work Description

LPGP 2026-27 Korrakkad Road Renovation Ward 03 (MGR - Rs 3,00,000/-)-Pro.No.43/26-27

Tender Information

Tender ID

2026_LSGD_867130_25

Reference Number

01/2026-27/AE/LID EW/LPGP/PHASE1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

LAKKIDI PERUR GRAMA PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER NOTICE (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹6,342

Tender Fee Exemption Allowed

Yes

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

2 Sept 2026

Bid Opening

10 Sept 2026

Download Starts

2 Sept 2026

Download Ends

9 Sept 2026

Submission Starts

2 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Renovation
1.001	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	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	-	sqm	-	-
1.003	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	-	sqm	-	-
1.004	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	-	sqm	-	-
1.005	OD134216/2026-2027:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers	-	each	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.77 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1468368.xls

BOQ • 0.30 MB

korakadsbd.pdf

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Company

SREEJITH

L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance

K HARINARAYANAN

L2₹2.3 L+₹2,861.94 (1.28%)Admitted-Fee/PreQual/Technical/Finance

DINAKARAN.K

L3₹2.3 L+₹6,160.67 (2.76%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	K HARINARAYANAN L2	SREEJITH L1	DINAKARAN.K L3
1.00Road Renovation
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	34.69	cum	3,338.06 ₹1,15,803.98	3,300 ₹1,14,483.6 Lowest	3,386.82 ₹1,17,495.56
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	231.28	sqm	114.82 ₹26,555.57	113 ₹26,134.64 Lowest	116.5 ₹26,944.12
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	231.28	sqm	25.9 ₹5,990.15	25 ₹5,782 Lowest	26.28 ₹6,078.04
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	231.28	sqm	323.82 ₹74,893.09	320 ₹74,009.6 Lowest	328.55 ₹75,987.04
1.00	OD134216/2026-2027:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers	1	each	2,516.99 ₹2,516.99	2,488 ₹2,488 Lowest	2,553.75 ₹2,553.75

Sl No

Description

Qty

Unit

K HARINARAYANAN

SREEJITH

DINAKARAN.K

1.00Road Renovation

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

34.69

cum

3,338.06

₹1,15,803.98

3,300

₹1,14,483.6

Lowest

3,386.82

₹1,17,495.56

1.00

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

231.28

sqm

114.82

₹26,555.57

113

₹26,134.64

Lowest

116.5

₹26,944.12

1.00

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.

231.28

sqm

25.9

₹5,990.15

₹5,782

Lowest

26.28

₹6,078.04

1.00

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)

231.28

sqm

323.82

₹74,893.09

320

₹74,009.6

Lowest

328.55

₹75,987.04

1.00

OD134216/2026-2027:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers

each

2,516.99

₹2,516.99

2,488

₹2,488

Lowest

2,553.75

₹2,553.75

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Renovation
1.001	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	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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	-	sqm	-	-
1.003	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	-	sqm	-	-
1.004	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	-	sqm	-	-
1.005	OD134216/2026-2027:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Renovation

1.001

cum

1.002

sqm

1.003

sqm

1.004

sqm

1.005

each