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Budget 2024-25-Upgradation of Roads from Anchumoola veettuvathukkal - Neduvila Road, Neduvila - Kannankara Road , Neduvila - Nethajimukku - Kulangara Road in Kottaykkeram ward of Kalluvathukkal Panchayath in Chathanoor LAC-General Civil Work

Harbour Engineering Department

Kottaykkeram ward of Kalluvathukkal Panchayath | Kollam, Kerala

Amount: ₹84.7 LCloses: 22 Oct 2026

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Timeline

Published9 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹84.7 L

EMD Value

₹50,000

Closing Date

22 Oct 2026, 1:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

Office Of the Executive Engineer Harbour Engineering Division Kollam

Work Description

Scope includes removing damaged surface 10 cm GSB 10 cm WMM primetack coat 40 mm chipping carpet concrete side berms and road markings Main Road target adjusted to 715 m due to bitumen price hike TS Estimate Rs 100 Lakhs incl gst

Tender Information

Tender ID

2026_HED_877937_1

Reference Number

HED/CEHED/TR/768/2025_5_1_1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Kottaykkeram ward of Kalluvathukkal Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredCopy of confirmation of bid submission in the e-tenders portal (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no-1 PartVI and affidavit (.pdf)

RequiredBidder shall upload a complete set of bid document with NIT and sections from 1 to VII (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no 2 PartVI and Integrity pact cert (.pdf)

RequiredSelf attested copy of the bidders registration certificate, GST registration certificate (.pdf)

RequiredFor Societies, the scanned copy of certificates issued by the Joint Registrar and Asst. Registrar (.pdf)

RequiredDuly filled BOQ files in MS Excel format (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

9 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MoRTH Items
1.001	16.1:Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m	1	sqm	-	-
1.002	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	4,695	sqm	-	-
1.003	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	73.14	cum	-	-
1.004	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.	472.5	cum	-	-
1.005	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	4,695	sqm	-	-
1.006	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	4,701	sqm	-	-
1.007	OD3220/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying with paver finisher and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. ( Based on EST No. : PWD/RB/EST/20645/2024_5_1_1)	188.2	cum	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	313	sqm	-	-
1.009	8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-	542	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1492092.xls

BOQ • 0.31 MB

BIDDOCUMENT.pdf

Tender Documents • 2.72 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MoRTH Items
1.001	16.1:Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m	1	sqm	-	-
1.002	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	4,695	sqm	-	-
1.003	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	73.14	cum	-	-
1.004	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.	472.5	cum	-	-
1.005	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	4,695	sqm	-	-
1.006	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	4,701	sqm	-	-
1.007	OD3220/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying with paver finisher and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. ( Based on EST No. : PWD/RB/EST/20645/2024_5_1_1)	188.2	cum	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	313	sqm	-	-
1.009	8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-	542	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MoRTH Items

1.001

16.1:Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m

sqm

1.002

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

4,695

sqm

1.003

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

73.14

cum

1.004

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.

472.5

cum

1.005

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

4,695

sqm

1.006

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

4,701

sqm

1.007

OD3220/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying with paver finisher and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. ( Based on EST No. : PWD/RB/EST/20645/2024_5_1_1)

188.2

cum

1.008

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

313

sqm

1.009

8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

542