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49/PVK/26-27 ASSISSI PALIYAMKETTU ROAD RENOVATION WARD 1 (RETENDER)

Local Self Government Department

PUTHENVELIKKARA | Ernakulam, Kerala

Amount: ₹1.3 LCloses: 15 Oct 20265d left

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Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹1.3 L

EMD Value

₹3,145

Closing Date

15 Oct 2026, 2:00 pm5d left

Tender Inviting Organisation

Name

AE LID EW

Address

AE LID EW

Work Description

49/PVK/26-27 ASSISSI PALIYAMKETTU ROAD RENOVATION WARD 1 (RETENDER)

Tender Information

Tender ID

2026_LSGD_877163_1

Reference Number

16-10/AE/LSGD/PVK/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

PUTHENVELIKKARA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredLicence and GST document (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredRequisition for e-payment (.pdf)

RequiredAffidavit (.pdf)

RequiredBid submission letter (.pdf)

RequiredBid submission fee (.pdf)

RequiredBid security remittance (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,145

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MSS
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.01	Hectare	-	-
1.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	32.77	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	234	sqm	-	-
1.004	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)	234	sqm	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	1.28	cum	-	-
1.006	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)	1.28	cum	-	-
1.007	OD157241/2026-2027:Providing And fixing stainless steel (G-304) railing made of hollow tubes,channels'plates etcincluding welding,grinding,buffing,polishingand making curvature (wherever required) and filling the same with necessary stainless steel nuts and bolts complete,i/c fixing stainless steel dash festening,stainless steelboltsetc of required size at the top of the fleer or the sides of the waist bslab with suitable arrangementas per approval of Engineer - in- charge,(For payment purpose only weight of stainlesssteelmembers shallbe considered excluding fine such as nails,bolts,fastener etc)	30	kg	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.82 MB

BOQ_1490705.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MSS
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.01	Hectare	-	-
1.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	32.77	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	234	sqm	-	-
1.004	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)	234	sqm	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	1.28	cum	-	-
1.006	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)	1.28	cum	-	-
1.007	OD157241/2026-2027:Providing And fixing stainless steel (G-304) railing made of hollow tubes,channels'plates etcincluding welding,grinding,buffing,polishingand making curvature (wherever required) and filling the same with necessary stainless steel nuts and bolts complete,i/c fixing stainless steel dash festening,stainless steelboltsetc of required size at the top of the fleer or the sides of the waist bslab with suitable arrangementas per approval of Engineer - in- charge,(For payment purpose only weight of stainlesssteelmembers shallbe considered excluding fine such as nails,bolts,fastener etc)	30	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MSS

1.001

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

0.01

Hectare

1.002

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

32.77

sqm

1.003

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

234

sqm

1.004

75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)

234

sqm

1.005

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

1.28

cum

1.006

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)

1.28

cum

1.007

OD157241/2026-2027:Providing And fixing stainless steel (G-304) railing made of hollow tubes,channels'plates etcincluding welding,grinding,buffing,polishingand making curvature (wherever required) and filling the same with necessary stainless steel nuts and bolts complete,i/c fixing stainless steel dash festening,stainless steelboltsetc of required size at the top of the fleer or the sides of the waist bslab with suitable arrangementas per approval of Engineer - in- charge,(For payment purpose only weight of stainlesssteelmembers shallbe considered excluding fine such as nails,bolts,fastener etc)