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GENERALConstruction of Pipe Culvert and CC drain in Chullikkara Kuttikol Road at KM 2 325

Public Works Department

kanhangad | Kasaragod, Kerala

Amount: ₹12.5 LCloses: 14 Oct 20262d left

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Timeline

Published6 Oct 2026
Closes14 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹12.5 L

EMD Value

₹31,143

Closing Date

14 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer Roads sub Division, kanhangad

Work Description

GENERALConstruction of Pipe Culvert and CC drain in Chullikkara Kuttikol Road at KM 2 325

Tender Information

Tender ID

2026_PWD_876522_1

Reference Number

PWD/RB/14852/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

kanhangad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no-1 Part-VI and Integrity pact certificate as per item no-3 Part (.pdf)

RequiredPreliminary agreement as per item no-2 Part VI (.pdf)

RequiredRequisition for e-payment as per item no-6 Part VI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBOQ (.xls)

RequiredTender document duly filled (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,143

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

6 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	209	cum	-	-
1.002	3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised	4.2	cum	-	-
1.003	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	43.1	cum	-	-
1.004	9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia	12.5	metre	-	-
1.005	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	73.63	cum	-	-
1.006	OD143009/2026-2027:Providing Weep holes in Brick masonry/plane/Reinforced concrete Abutment, wing walls/ Retaining walls with 75mm dia PVC Pipe extending through the full width of the structure with the slope of IV:20H towards drawing and technical specifications	40	metre	-	-
1.007	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	18	cum	-	-
1.008	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	1.28	cum	-	-
1.009	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	1.28	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

nit.pdf

Tender Documents • 0.03 MB

sbd.pdf

Tender Documents • 1.63 MB

BOQ_1488824.xls

BOQ • 0.31 MB

paymentform.pdf

Additional Documents • 0.17 MB

preliminary.pdf

Additional Documents • 2.75 MB

affidavit.pdf

Additional Documents • 1.42 MB

form.pdf

Additional Documents • 1.43 MB

integrity.pdf

Additional Documents • 0.72 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	209	cum	-	-
1.002	3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised	4.2	cum	-	-
1.003	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	43.1	cum	-	-
1.004	9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia	12.5	metre	-	-
1.005	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	73.63	cum	-	-
1.006	OD143009/2026-2027:Providing Weep holes in Brick masonry/plane/Reinforced concrete Abutment, wing walls/ Retaining walls with 75mm dia PVC Pipe extending through the full width of the structure with the slope of IV:20H towards drawing and technical specifications	40	metre	-	-
1.007	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	18	cum	-	-
1.008	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	1.28	cum	-	-
1.009	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	1.28	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A

1.001

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

209

cum

1.002

3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised

4.2

cum

1.003

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

43.1

cum

1.004

9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia

12.5

metre

1.005

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

73.63

cum

1.006

OD143009/2026-2027:Providing Weep holes in Brick masonry/plane/Reinforced concrete Abutment, wing walls/ Retaining walls with 75mm dia PVC Pipe extending through the full width of the structure with the slope of IV:20H towards drawing and technical specifications

metre

1.007

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

cum

1.008

4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method

1.28

cum

1.009

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

1.28

cum