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Annual Plan-CHATHAMANGALAM GP PLAN 2026-27 PILATHOTTATHIL K U L A G A R A K A N D I R O A D MAINTENANCE PROJECT NO 443 -WARD NO 14-General Civil Work

Local Self Government Department

Chathamangalam Grama Panchayath | Kozhikode, Kerala

Amount: ₹3.4 LCloses: 14 Oct 20263d left

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Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,474

Closing Date

14 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD Kattangal Chathamangalam Panchayath

Work Description

Annual Plan-CHATHAMANGALAM GP PLAN 2026-27 PILATHOTTATHIL K U L A G A R A K A N D I R O A D MAINTENANCE PROJECT NO 443 -WARD NO 14-General Civil Work

Tender Information

Tender ID

2026_LSGD_877150_1

Reference Number

AE/LSGD/CHLM/TEND04/443/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Chathamangalam Grama Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFORM TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT (.pdf)

RequiredPANCARD (.pdf)

RequiredLICENSE (.pdf)

RequiredPRILIMINARY AGREEMENT (.pdf)

RequiredGST (.pdf)

RequiredFEE DETAILS (.pdf)

RequiredPACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,474

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 Oct 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	5.88	cum	405.52	₹2,384.46
1.002	OD220859/2026-2027:Providing and laying non pressure NP2 class ( light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand ) including testing of joints etc. complete: 600 mm dia details of 10 metre	6	metre	2,517.59	₹15,105.54
1.003	OD220882/2026-2027:DRY RUBBLE MASONSONRY- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site.	31.5	cum	3,821.24	₹1,20,369.06
1.004	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)	5	cum	9,243.42	₹46,217.1
1.005	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	112.5	sqm	46.86	₹5,271.75
1.006	OD220938/2026-2027:Using departmental material -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> (iii) For Grading III Material	5.63	cum	234.27	₹1,317.77
1.007	OD220977/2026-2027:Granular sub base/ base/ surface course with local materials (Table 400.13) by mix in place method normal. construction of granular sub-base	1.8	cum	187.43	₹337.37
1.008	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	16.88	cum	3,449.92	₹58,217.4
1.009	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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	112.5	sqm	128.83	₹14,493.38

Documents

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

BOQ_1490314.xls

BOQ • 0.25 MB

SBDOC.pdf

Tender Documents • 1.74 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	5.88	cum	405.52	₹2,384.46
1.002	OD220859/2026-2027:Providing and laying non pressure NP2 class ( light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand ) including testing of joints etc. complete: 600 mm dia details of 10 metre	6	metre	2,517.59	₹15,105.54
1.003	OD220882/2026-2027:DRY RUBBLE MASONSONRY- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site.	31.5	cum	3,821.24	₹1,20,369.06
1.004	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)	5	cum	9,243.42	₹46,217.1
1.005	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	112.5	sqm	46.86	₹5,271.75
1.006	OD220938/2026-2027:Using departmental material -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> (iii) For Grading III Material	5.63	cum	234.27	₹1,317.77
1.007	OD220977/2026-2027:Granular sub base/ base/ surface course with local materials (Table 400.13) by mix in place method normal. construction of granular sub-base	1.8	cum	187.43	₹337.37
1.008	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	16.88	cum	3,449.92	₹58,217.4
1.009	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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	112.5	sqm	128.83	₹14,493.38

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD WORK

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

5.88

cum

405.52

₹2,384.46

1.002

OD220859/2026-2027:Providing and laying non pressure NP2 class ( light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand ) including testing of joints etc. complete: 600 mm dia details of 10 metre

metre

2,517.59

₹15,105.54

1.003

OD220882/2026-2027:DRY RUBBLE MASONSONRY- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site.

31.5

cum

3,821.24

₹1,20,369.06

1.004

12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

cum

9,243.42

₹46,217.1

1.005

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

112.5

sqm

46.86

₹5,271.75

1.006

OD220938/2026-2027:Using departmental material -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. (iii) For Grading III Material

5.63

cum

234.27

₹1,317.77

1.007

OD220977/2026-2027:Granular sub base/ base/ surface course with local materials (Table 400.13) by mix in place method normal. construction of granular sub-base

1.8

cum

187.43

₹337.37

1.008

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

16.88

cum

3,449.92

₹58,217.4

1.009

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

112.5

sqm

128.83

₹14,493.38