Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan-2026-27-Keezhattur GP-project No 137/26-27-Aallingal Cheppode Road Maintenance-in ward 2-General Civil Work

Local Self Government Department

ORAVAMPPURAM | Malappuram, Kerala

Amount: ₹2.5 LCloses: 28 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed28 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids29 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	ABDUL NASER V L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance	+0.00%	₹2.5 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	KINZ CONSTRUCTIONS L2₹2.6 L+₹7,625.43 (3.00%)Admitted-Fee/PreQual/Technical/Finance	+3.00%	₹2.6 L+₹7,625.43 (3.00%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹2.5 L

EMD Value

₹6,355

Closing Date

28 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

AE Office LID EW Section Keezhattur GP

Work Description

Annual Plan-2026-27-Keezhattur GP-project No 137/26-27-Aallingal Cheppode Road Maintenance-in ward 2-General Civil Work

Tender Information

Tender ID

2026_LSGD_871292_8

Reference Number

02/AE/LIDEW/KZTR/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

365 days

Location

ORAVAMPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

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

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

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled an d signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

Requiredgst (.pdf)

Requiredboq (.xls)

Requiredcopy of NIT and SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,355

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

19 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvement
1.001	5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	307.8	sqm	21.03	₹6,473.03
1.002	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	61.18	sqm	344.14	₹21,054.49
1.003	5.1.1a:Prime Coat :- Low porosity <br> 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	28.2	sqm	116.9	₹3,296.58
1.004	5.2.3a:Tack Coat <br>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.	28.2	sqm	25.39	₹716
1.005	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	336	sqm	336.56	₹1,13,084.16
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	71.85	sqm	14.7	₹1,056.2
1.007	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	5.39	cum	3,077.04	₹16,582.17
1.008	OD158551/2026-2027: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)	10.78	cum	8,446.62	₹91,037.67
1.009	OD131300/2026-2027:Providing and fixing cloth banner of required size approved shade and color including writing name of project and details	2.16	per sqm	407.77	₹880.78

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1476865.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 • 0.49 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1476865.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 6.36 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ABDUL NASER V

L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance

KINZ CONSTRUCTIONS

L2₹2.6 L+₹7,625.43 (3.00%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvement
1.001	5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	307.8	sqm	21.03	₹6,473.03
1.002	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	61.18	sqm	344.14	₹21,054.49
1.003	5.1.1a:Prime Coat :- Low porosity <br> 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	28.2	sqm	116.9	₹3,296.58
1.004	5.2.3a:Tack Coat <br>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.	28.2	sqm	25.39	₹716
1.005	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	336	sqm	336.56	₹1,13,084.16
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	71.85	sqm	14.7	₹1,056.2
1.007	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	5.39	cum	3,077.04	₹16,582.17
1.008	OD158551/2026-2027: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)	10.78	cum	8,446.62	₹91,037.67
1.009	OD131300/2026-2027:Providing and fixing cloth banner of required size approved shade and color including writing name of project and details	2.16	per sqm	407.77	₹880.78

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road improvement

1.001

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

307.8

sqm

21.03

₹6,473.03

1.002

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

61.18

sqm

344.14

₹21,054.49

1.003

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

28.2

sqm

116.9

₹3,296.58

1.004

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.

28.2

sqm

25.39

₹716

1.005

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)

336

sqm

336.56

₹1,13,084.16

1.006

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

71.85

sqm

14.7

₹1,056.2

1.007

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

5.39

cum

3,077.04

₹16,582.17

1.008

OD158551/2026-2027: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)

10.78

cum

8,446.62

₹91,037.67

1.009

OD131300/2026-2027:Providing and fixing cloth banner of required size approved shade and color including writing name of project and details

2.16

per sqm

407.77

₹880.78