Kerala

To Be Opened

Works

Civil Works - Roads

Perumundassery bhajanamadam ambalaparamb pirakin kadu road maintainance

Local Self Government Department

purameri | Kozhikode, Kerala

Amount: ₹3.9 LCloses: 3 Oct 2026Closed

Timeline

Published25 Sept 2026
Closed3 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹3.9 L

EMD Value

₹9,783

Closing Date

3 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ae lsgd

Address

ae purameri gp

Work Description

road

Tender Information

Tender ID

2026_LSGD_870504_18

Reference Number

AE/PGP/2026-27(1)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

purameri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of duly filled preliminary agreement (.pdf)

Requiredscanned copy of duly filled e payment form (.pdf)

Requiredscanned copy of duly filled integrity pact certificate (.pdf)

Requiredscanned copy of duly filled affidavit (.pdf)

Requiredscanned copy of duly filled tender form (.pdf)

RequiredSBD downloaded from e tender web site (.pdf)

Requiredscanned copy of valid contractor licence (.pdf)

RequiredOther documents in the case of labour contract co operative society (.pdf)

Requiredtender shedule BOQ (.xls)

RequiredScanned copy of GST registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹865

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,783

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	4.89	cum	-	-
1.002	OD63707/2026-2027:Laying Cement Concrete Pipe of 40 mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (m0dified 9.7)	7.5	metre	-	-
1.003	OD63721/2026-2027:Dismantling DR masonry ,clearing away and carefully stacking material useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150 m (modified 60.7.3)	4.62	cum	-	-
1.004	OD63722/2026-2027: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 (modified 60.7.1)	2.87	cum	-	-
1.005	OD63720/2026-2027:DR with departmental material-Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels ,labour charges etc complete (mod 60.7.8)	3.23	cum	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	0.5	cum	-	-
1.007	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	45.9	cum	-	-
1.008	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	9.56	cum	-	-
1.009	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	45.9	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

mergedall.pdf

Tender Documents • 0.58 MB

viewsbd.pdf

Tender Documents • 1.72 MB

BOQ_1476179.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	4.89	cum	-	-
1.002	OD63707/2026-2027:Laying Cement Concrete Pipe of 40 mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (m0dified 9.7)	7.5	metre	-	-
1.003	OD63721/2026-2027:Dismantling DR masonry ,clearing away and carefully stacking material useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150 m (modified 60.7.3)	4.62	cum	-	-
1.004	OD63722/2026-2027: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 (modified 60.7.1)	2.87	cum	-	-
1.005	OD63720/2026-2027:DR with departmental material-Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels ,labour charges etc complete (mod 60.7.8)	3.23	cum	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	0.5	cum	-	-
1.007	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	45.9	cum	-	-
1.008	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	9.56	cum	-	-
1.009	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	45.9	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

4.89

cum

1.002

OD63707/2026-2027:Laying Cement Concrete Pipe of 40 mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (m0dified 9.7)

7.5

metre

1.003

OD63721/2026-2027:Dismantling DR masonry ,clearing away and carefully stacking material useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150 m (modified 60.7.3)

4.62

cum

1.004

OD63722/2026-2027: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 (modified 60.7.1)

2.87

cum

1.005

OD63720/2026-2027:DR with departmental material-Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels ,labour charges etc complete (mod 60.7.8)

3.23

cum

1.006

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

0.5

cum

1.007

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

45.9

cum

1.008

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

9.56

cum

1.009

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

45.9

cum