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Civil Works - Roads

UZHAVOOR GP Pro No 98/27 Madakkathara - Ottathangadi Road Maintenance-in Ward 7

Local Self Government Department

UZHAVOOR | Kottayam, Kerala

Amount: ₹2.7 LCloses: 22 Oct 2026

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹2.7 L

EMD Value

₹5,716

Closing Date

22 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF THE ASST ENGINEER LID AND EW SECTION UZHAVOOR GP

Work Description

RETARRING, CC KERB STONES

Tender Information

Tender ID

2026_LSGD_878087_4

Reference Number

E2/AE/LIDEW/UZHR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

UZHAVOOR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredFORM OF TENDER (.pdf)

RequiredFEE REMITTED DETAILS (.pdf)

RequiredE PAYMENT AND INTEGRITY PACT CERTIFICATE (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSBD AND NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,716

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

12 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

12 Oct 2026

Clarification Period

12 Oct 2026 - 22 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETARRING
1.001	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	4.95	cum	-	-
1.002	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	14.8	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	330	sqm	-	-
1.004	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)	330	sqm	-	-
1.005	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	2.37	cum	-	-
1.006	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.1	tonne	-	-
1.007	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	49.08	sqm	-	-
1.008	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)	4.95	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

preliminaryaggreement.pdf

Tender Documents • 0.25 MB

formoftender.pdf

Tender Documents • 0.24 MB

feeremitteddetails.pdf

Tender Documents • 0.26 MB

EPAY68_FOIPC68_merged.pdf

Tender Documents • 0.48 MB

viewsbd.pdf

Tender Documents • 1.65 MB

affidavit.pdf

Tender Documents • 0.23 MB

BOQ_1492409.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETARRING
1.001	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	4.95	cum	-	-
1.002	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	14.8	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	330	sqm	-	-
1.004	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)	330	sqm	-	-
1.005	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	2.37	cum	-	-
1.006	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.1	tonne	-	-
1.007	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	49.08	sqm	-	-
1.008	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)	4.95	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RETARRING

1.001

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

4.95

cum

1.002

75.5.5.B.2pb:Modified Penetration Macadam 75 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.

14.8

sqm

1.003

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.

330

sqm

1.004

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)

330

sqm

1.005

12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

2.37

cum

1.006

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

0.1

tonne

1.007

10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

49.08

sqm

1.008

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)

4.95

cum