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2026-2027 Pr. No. S0094/27 in Thuravoor GP Ernakulam-Pulla Road Retarring and Side Wall in Ward 13

Local Self Government Department

Thuravoor GP | Ernakulam, Kerala

Amount: ₹10.6 LCloses: 16 Oct 20266d left

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Timeline

Published9 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹10.6 L

EMD Value

₹26,479

Closing Date

16 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

Herry Thomas

Address

Office of Asst Engineer LID and EW Section Thuravoor GP

Work Description

2026-2027 Pr. No. S0094/27 in Thuravoor GP Ernakulam-Pulla Road Retarring and Side Wall in Ward 13

Tender Information

Tender ID

2026_LSGD_877923_2

Reference Number

Tender 1 /Thuravoor GP /Angamaly /2026- 27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Thuravoor 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

RequiredCopy of bid submission letter - Size Limit 1 MB (.pdf)

RequiredCopy of Bidders Valid Registration Certificate and GST registration - Size Limit 1 MB (.pdf)

RequiredSigned Copy of SBD along with NIT - Size Limit 3 MB (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form - Size Limit 1 MB (.pdf)

RequiredDuly filled copy of Integrity pact certificate as per SBD - Size Limit 1 MB (.pdf)

RequiredDuly filled and signed copy of preliminary agreement and affidavit as per SBD - Size Limit 1 MB (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹26,479

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

9 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

9 Oct 2026

Clarification Period

9 Oct 2026 - 16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	94.96	sqm	-	-
1.002	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.	1,050	sqm	-	-
1.003	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)	1,050	sqm	-	-
1.004	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	33.15	cum	-	-
1.005	OD226583/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates	3	cum	-	-
1.006	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)	9	cum	-	-
1.007	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	45.56	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.41	tonne	-	-
1.009	OD226614/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge	24	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

94NIT.pdf

Tender Documents • 0.04 MB

94SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	94.96	sqm	-	-
1.002	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.	1,050	sqm	-	-
1.003	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)	1,050	sqm	-	-
1.004	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	33.15	cum	-	-
1.005	OD226583/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates	3	cum	-	-
1.006	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)	9	cum	-	-
1.007	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	45.56	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.41	tonne	-	-
1.009	OD226614/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge	24	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance

1.001

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.

94.96

sqm

1.002

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.

1,050

sqm

1.003

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)

1,050

sqm

1.004

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

33.15

cum

1.005

OD226583/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates

cum

1.006

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)

cum

1.007

12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

45.56

cum

1.008

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

0.41

tonne

1.009

OD226614/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge

sqm