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Civil Works - Roads

139/27- PARAMBINTHALA CHULLIYOOR ROAD RE-TARRING AND DRAINAGE RENOVATION

Local Self Government Department

PERUMKADAVILA | Thiruvananthapuram, Kerala

Amount: ₹8.0 LCloses: 3 Oct 20266d left

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹8.0 L

EMD Value

₹20,033

Closing Date

3 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Address

AE LSGD SECTION PERUMKADAVILA GP

Work Description

139/27- PARAMBINTHALA CHULLIYOOR ROAD RE-TARRING AND DRAINAGE RENOVATION

Tender Information

Tender ID

2026_LSGD_871030_14

Reference Number

5/AE/LSGD/PKDVLA/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PERUMKADAVILA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSBD (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredE-PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,770

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹20,033

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Clarification Period

25 Sept 2026 - 28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retarring
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	17	cum	-	-
1.002	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	44.1	cum	-	-
1.003	OD168882/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications - P.C.C grade M 10 Nominal mix 1:3:6	6.3	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	16.8	cum	-	-
1.005	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)	18.75	cum	-	-
1.006	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	0.9	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.11	tonne	-	-
1.008	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.	190.19	sqm	-	-
1.009	5.2.1a:Tack Coat 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.	806	sqm	-	-

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 • 0.05 MB

Tendernotice_2.pdf

PDF • 0.03 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Work Item Documents

139sbd.pdf

Tender Documents • 2.07 MB

139PA.pdf

Tender Documents • 0.10 MB

139FOT.pdf

Tender Documents • 0.01 MB

139AFFI.pdf

Tender Documents • 0.09 MB

BOQ_1479058.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retarring
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	17	cum	-	-
1.002	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	44.1	cum	-	-
1.003	OD168882/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications - P.C.C grade M 10 Nominal mix 1:3:6	6.3	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	16.8	cum	-	-
1.005	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)	18.75	cum	-	-
1.006	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	0.9	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.11	tonne	-	-
1.008	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.	190.19	sqm	-	-
1.009	5.2.1a:Tack Coat 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.	806	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1retarring

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

1.002

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

44.1

cum

1.003

OD168882/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications - P.C.C grade M 10 Nominal mix 1:3:6

6.3

cum

1.004

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

16.8

cum

1.005

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)

18.75

cum

1.006

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

0.9

cum

1.007

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.11

tonne

1.008

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.

190.19

sqm

1.009

5.2.1a:Tack Coat 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.

806

sqm