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Civil Works - Roads

Annual Plan-AYM 26/2026-27 Kuzhivelipadi Chenapadi Road Maintanence in ward 3 20 Re Tarring-Tarring-General Civil Work

Local Self Government Department

Aymanam GP | Kottayam, Kerala

Amount: ₹7.6 LCloses: 6 Oct 20266d left

Timeline

Published28 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 28 Sept 2026

Tender Value

₹7.6 L

EMD Value

₹19,056

Closing Date

6 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Priya Mary Philip

Address

Office of the Assistant Engineer LID EW Section Aymanam GP

Work Description

Annual Plan-AYM 26/2026-27 Kuzhivelipadi Chenapadi Road Maintanence in ward 3 20 Re Tarring-Tarring-General Civil Work

Tender Information

Tender ID

2026_LSGD_873594_3

Reference Number

AYM 21/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Aymanam GP

Source Website

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Eligibility / Pre-Qualification

please refer the tender document

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredBIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBIDSUBMISSION FEE REMITTANCE (.pdf)

RequiredGST RESISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,685

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹19,056

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD148855/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site	588.8	sqm	-	-
1.002	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	99.36	cum	-	-
1.003	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	662.4	sqm	-	-
1.004	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.	662.4	sqm	-	-
1.005	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)	662.4	sqm	-	-
1.006	OD61792/2026-2027:Filling up Low lying and water logged areas with local material or Quarry muck spreading in layers levelling the top at site and consolidation by ramming etc Qty for 300m3(With out roller consolidation)	41.4	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

BOQ_1482165.xls

BOQ • 0.25 MB

26SBDNIT.pdf

Tender Documents • 0.97 MB

26nit.pdf

Tender Documents • 0.34 MB

Corrigendum Documents

ETENDER.pdf

PDF • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD148855/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site	588.8	sqm	-	-
1.002	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	99.36	cum	-	-
1.003	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	662.4	sqm	-	-
1.004	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.	662.4	sqm	-	-
1.005	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)	662.4	sqm	-	-
1.006	OD61792/2026-2027:Filling up Low lying and water logged areas with local material or Quarry muck spreading in layers levelling the top at site and consolidation by ramming etc Qty for 300m3(With out roller consolidation)	41.4	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

OD148855/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site

588.8

sqm

1.002

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

99.36

cum

1.003

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

662.4

sqm

1.004

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.

662.4

sqm

1.005

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)

662.4

sqm

1.006

OD61792/2026-2027:Filling up Low lying and water logged areas with local material or Quarry muck spreading in layers levelling the top at site and consolidation by ramming etc Qty for 300m3(With out roller consolidation)

41.4

cum