Kerala

Active

Works

Civil Works - Roads

Annual Plan- KLRA- Project no. 44/2026-27 - Construction Of Thakkidamyalil - Kalappurathazham Manalathazham Road in Ward - 11 in Kallara GPGeneral Civil Work

Local Self Government Department

KALLARA | Kottayam, Kerala

Amount: ₹3.6 LCloses: 1 Oct 2026Due today

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹3.6 L

EMD Value

₹9,000

Closing Date

1 Oct 2026, 3:00 pmDue today

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o ASSISTANT ENGINEER KALLARA GP

Work Description

Annual Plan- KLRA- Project no. 44/2026-27 - Construction Of Thakkidamyalil - Kalappurathazham Manalathazham Road in Ward - 11 in Kallara GPGeneral Civil Work

Tender Information

Tender ID

2026_LSGD_872137_6

Reference Number

001/AE/LSGD/KLRA/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KALLARA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF EPAYMENT FORM (.pdf)

RequiredSIGNED COPY OF INTEGRITYPACT CERTIFICATE (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredGST REGISTRATION CERTIFICATE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹795

EMD Fee Amount

₹9,000

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

24 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD114334/2026-2027:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING AND COMPACTING THE SCARIFIED MATERIAL AND PREPARING A RIGID STRATUM FOR PREPARING WMM SURFACE USING 3 WHEELER 80-100kN static roller @16cum/hr etc COMPLETE	218.7	sqm	-	-
1.002	OD184458/2026-2027:Filling with quarrymuck Filling up low lying areas with local material /quarrymuck,spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade	15.43	cum	-	-
1.003	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	18.83	cum	-	-
1.004	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	218.7	sqm	-	-
1.005	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	218.7	sqm	-	-
1.006	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	218.7	sqm	-	-
1.007	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	14.28	cum	-	-
1.008	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.43	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.82 MB

Work Item Documents

FOT.pdf

Tender Documents • 0.25 MB

PA.pdf

Tender Documents • 0.26 MB

viewsbd.pdf

Tender Documents • 2.21 MB

AFFI.pdf

Tender Documents • 0.24 MB

EPAY.pdf

Tender Documents • 0.24 MB

BOQ_1479408.xls

BOQ • 0.30 MB

IPC.pdf

Tender Documents • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD114334/2026-2027:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING AND COMPACTING THE SCARIFIED MATERIAL AND PREPARING A RIGID STRATUM FOR PREPARING WMM SURFACE USING 3 WHEELER 80-100kN static roller @16cum/hr etc COMPLETE	218.7	sqm	-	-
1.002	OD184458/2026-2027:Filling with quarrymuck Filling up low lying areas with local material /quarrymuck,spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade	15.43	cum	-	-
1.003	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	18.83	cum	-	-
1.004	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	218.7	sqm	-	-
1.005	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	218.7	sqm	-	-
1.006	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	218.7	sqm	-	-
1.007	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	14.28	cum	-	-
1.008	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.43	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

OD114334/2026-2027:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING AND COMPACTING THE SCARIFIED MATERIAL AND PREPARING A RIGID STRATUM FOR PREPARING WMM SURFACE USING 3 WHEELER 80-100kN static roller @16cum/hr etc COMPLETE

218.7

sqm

1.002

OD184458/2026-2027:Filling with quarrymuck Filling up low lying areas with local material /quarrymuck,spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade

15.43

cum

1.003

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

18.83

cum

1.004

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

218.7

sqm

1.005

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

218.7

sqm

1.006

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

218.7

sqm

1.007

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

14.28

cum

1.008

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.43

cum