Kerala

To Be Opened

Works

Civil Works - Roads

Pallikkal GP Proj No 152/27 Karippur Kottappuram road Renovation ward 8

Local Self Government Department

PALLIKKAL GP | Malappuram, Kerala

Amount: ₹5.5 LCloses: 10 Aug 20265 Aug 2026Closed

Timeline

Published28 Jul 2026
Closed10 Aug 20265 Aug 2026
Bid Opening11 Aug 20267 Aug 2026

Corrigenda

Corrigendum

1 updatesLatest on 5 Aug 2026Submission Ends:5 Aug 202610 Aug 2026

Date changes

Download Ends5 Aug 202610 Aug 2026Submission Ends5 Aug 202610 Aug 2026Bid Opening7 Aug 202611 Aug 2026

Tender Value

₹5.5 L

EMD Value

₹13,766

Closing Date

10 Aug 2026, 10:30 amClosed

Tender Inviting Organisation

Name

Address

PALLIKKAL GP

Work Description

renovation

Tender Information

Tender ID

2026_LSGD_860436_16

Reference Number

01/AE/LSGD/PKL/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PALLIKKAL GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

Requiredsbd and nit (.pdf)

Requiredlicense (.pdf)

Requiredintegrty and affdvt (.pdf)

RequiredP AGREEMENT (.pdf)

RequiredFOT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,215

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,766

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Aug 2026

Published

28 Jul 2026

Bid Opening

11 Aug 2026

Download Starts

28 Jul 2026

Download Ends

10 Aug 2026

Submission Starts

28 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD30904/2026-2027: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	-	sqm	-	-
1.002	OD30896/2026-2027:(OD from DAR 10.26.3) Providing and fixing hand rail (GI pipes.) of approved size by welding etc. to steel ladder railing, balcony railing, stair case railing and similar works, including applying priming coat of approved steel primer.10.26.3 GI pipes.	1	kg	-	-
1.003	11.4.3.2: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<br> (ii) Nominal mix 1:2:4 (Hand mixed)	1	cum	-	-
1.004	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	-	cum	-	-
1.005	OD30899/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	-	-
1.006	OD30898/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1	cum	-	-
1.007	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	-	sqm	-	-
1.008	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.	-	sqm	-	-
1.009	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

viewsbd.pdf

Tender Documents • 2.44 MB

viewnit.pdf

Corrigendum Documents

TIME.pdf

PDF • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD30904/2026-2027: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	-	sqm	-	-
1.002	OD30896/2026-2027:(OD from DAR 10.26.3) Providing and fixing hand rail (GI pipes.) of approved size by welding etc. to steel ladder railing, balcony railing, stair case railing and similar works, including applying priming coat of approved steel primer.10.26.3 GI pipes.	1	kg	-	-
1.003	11.4.3.2: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<br> (ii) Nominal mix 1:2:4 (Hand mixed)	1	cum	-	-
1.004	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	-	cum	-	-
1.005	OD30899/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	-	-
1.006	OD30898/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1	cum	-	-
1.007	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	-	sqm	-	-
1.008	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.	-	sqm	-	-
1.009	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

OD30904/2026-2027: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

sqm

1.002

OD30896/2026-2027:(OD from DAR 10.26.3) Providing and fixing hand rail (GI pipes.) of approved size by welding etc. to steel ladder railing, balcony railing, stair case railing and similar works, including applying priming coat of approved steel primer.10.26.3 GI pipes.

1.003

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

cum

1.004

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

cum

1.005

OD30899/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

1.006

OD30898/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

cum

1.007

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

sqm

1.008

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.

sqm

1.009

5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)

sqm