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ET-02-2026-27/AE/LSGD/CPYMUN Pro.No-126-27- Durga Nagar Sharath Padi road Side protection

Local Self Government Department

Cherpulassery Municipality | Palakkad, Kerala

Amount: ₹5.9 LCloses: 6 Oct 20262d left

Timeline

Published28 Sept 2026
Closes6 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,822

Closing Date

6 Oct 2026, 12:00 pm2d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o The Assistant Engineer Cherpulassery Municipality

Work Description

ET-02-2026-27/AE/LSGD/CPYMUN Pro.No-126-27- Durga Nagar Sharath Padi road Side protection

Tender Information

Tender ID

2026_LSGD_874045_5

Reference Number

ET-02-2026-27/AE/LSGD/CPYMUN

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Cherpulassery Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter (.pdf)

RequiredIntegrity pact certificate and Affidavit (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredGST Document (.pdf)

RequiredBid Submission fee remittance (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,822

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

28 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road side protection and concrete
1.001	2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls	25.2	cum	-	-
1.002	OD1979/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	50	cum	-	-
1.003	OD178161/2026-2027:DRY RUBBLE MASONRY using departmental stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	24	cum	-	-
1.004	OD1978/2026-2027:DRY RUBBLE MASONRY _ 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	81.89	cum	-	-
1.005	9.7:Laying Cement Concrete Pipe NP3 (burried conduits) 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	4.2	metre	-	-
1.006	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	9.38	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.6	tonne	-	-
1.008	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	54	cum	-	-
1.009	OD178419/2026-2027:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade	7.2	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.75 MB

Work Item Documents

126SBD.pdf

Tender Documents • 1.82 MB

126NIT.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road side protection and concrete
1.001	2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls	25.2	cum	-	-
1.002	OD1979/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	50	cum	-	-
1.003	OD178161/2026-2027:DRY RUBBLE MASONRY using departmental stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	24	cum	-	-
1.004	OD1978/2026-2027:DRY RUBBLE MASONRY _ 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	81.89	cum	-	-
1.005	9.7:Laying Cement Concrete Pipe NP3 (burried conduits) 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	4.2	metre	-	-
1.006	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	9.38	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.6	tonne	-	-
1.008	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	54	cum	-	-
1.009	OD178419/2026-2027:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade	7.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road side protection and concrete

1.001

2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls

25.2

cum

1.002

OD1979/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

cum

1.003

OD178161/2026-2027:DRY RUBBLE MASONRY using departmental stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

cum

1.004

OD1978/2026-2027:DRY RUBBLE MASONRY _ 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

81.89

cum

1.005

9.7:Laying Cement Concrete Pipe NP3 (burried conduits) 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

4.2

metre

1.006

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

9.38

cum

1.007

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.6

tonne

1.008

3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

cum

1.009

OD178419/2026-2027:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade

7.2

cum