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Civil Works - Roads

Pro.No.164/27 Renovation works at Bharathanoor Ambedkar nagar Road at Ward No 78

Local Self Government Department

Pangode GP | Thiruvananthapuram, Kerala

Amount: ₹22.9 LCloses: 23 Oct 2026

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹22.9 L

EMD Value

₹50,000

Closing Date

23 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Shamnad.J

Address

Office of Assistant Engineer LID EW section,Pangode GP

Work Description

Pro.No.164/27 Renovation works at Bharathanoor Ambedkar nagar Road at Ward No 78

Tender Information

Tender ID

2026_LSGD_876350_12

Reference Number

2/AE/LIDEW/PGD/2026.27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

Pangode GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredE - PAYMENT FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 23 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION WORKS
1.001	5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)	331.5	sqm	-	-
1.002	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.	2,025	sqm	-	-
1.003	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)	2,025	sqm	-	-
1.004	OD20304/2026-2027:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1,210	sqm	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	134.5	cum	-	-
1.006	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	31.5	cum	-	-
1.007	OD20308/2026-2027:S/F information board 75x60 cm using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per the direction of dpt officers .	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1493941.xls

BOQ • 0.30 MB

PREAGREE.pdf

Tender Documents • 0.26 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFI.pdf

Tender Documents • 0.24 MB

SBDNIT.pdf

Tender Documents • 0.96 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION WORKS
1.001	5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)	331.5	sqm	-	-
1.002	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.	2,025	sqm	-	-
1.003	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)	2,025	sqm	-	-
1.004	OD20304/2026-2027:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1,210	sqm	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	134.5	cum	-	-
1.006	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	31.5	cum	-	-
1.007	OD20308/2026-2027:S/F information board 75x60 cm using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per the direction of dpt officers .	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RENOVATION WORKS

1.001

5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)

331.5

sqm

1.002

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.

2,025

sqm

1.003

75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)

2,025

sqm

1.004

OD20304/2026-2027:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m

1,210

sqm

1.005

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

134.5

cum

1.006

3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

31.5

cum

1.007

OD20308/2026-2027:S/F information board 75x60 cm using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per the direction of dpt officers .

each