Tender ID

Kerala

AOC

Works

Civil Works - Roads

NCFRW-2025-26-KAIRALI ROAD IN W A R D 1 8 O F T H A L A S S E R Y MUNICIPALITY

Local Self Government Department

THALASSERY | Kannur, Kerala

Amount: Refer DocsCloses: 16 Aug 2025Closed

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Timeline

Published9 Aug 2025
Closed16 Aug 2025
Awarded18 Oct 2025

Bids

Item Rate

1 Bid18 Oct 2025

#	Company	Amount	Rank	Status
1	RAVEENDRAN L1₹8.5 LAccepted-AOC VALIYA VEEDU ANAYARA PO THIRUVANANTHAPURAM \| THIRUVANANTHAPURAM \| THIRUVANANTHAPURAM \| KERALA	₹8.5 L	L1	Accepted-AOC ALL DOCUMENTS ARE FOUND CORRECT

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	RAVEENDRAN L1
1.00MAINTENANCE
1.00	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	36	cum	51 ₹1,836 Lowest
1.00	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.	23.8	sqm	309.5 ₹7,366.1 Lowest
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	450	sqm	18.5 ₹8,325 Lowest
1.00	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)	450	sqm	291.5 ₹1,31,175 Lowest
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	104	cum	65.5 ₹6,812 Lowest
1.01	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	13	cum	8,401 ₹1,09,213 Lowest
1.01	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)	40.95	cum	8,210 ₹3,36,199.5 Lowest
1.01	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	19.5	cum	9,227.5 ₹1,79,936.25 Lowest
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.63	tonne	93,741 ₹59,431.79 Lowest

Tender Value

Refer Docs

EMD Value

₹21,135

Closing Date

16 Aug 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Assistant Engineer LSGD Engineering wing Thalassery Municipality

Work Description

NCFRW-2025-26-KAIRALI ROAD IN W A R D 1 8 O F T H A L A S S E R Y MUNICIPALITY

Tender Information

Tender ID

2025_LSGD_777433_4

Reference Number

E7-3580/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

THALASSERY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantity (Tender Schedule-A) (.xls)

RequiredBid security remittence and Bid submission fee remittence (.pdf)

RequiredBid submission letter as per item no-1 Part VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 Part VI (.pdf)

RequiredPreliminary Agreement as per item no-2 Part VI (.pdf)

RequiredRequisition for e-payment as per item no-6 Part VI (.pdf)

RequiredAffidavit as per item no-4 Part VI (.pdf)

RequiredBidder valid registration certificate and pan card (.pdf)

RequiredBid document with NIT (.pdf)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,865

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,135

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Oct 2025

Published

9 Aug 2025

Bid Opening

18 Aug 2025

Download Starts

9 Aug 2025

Download Ends

16 Aug 2025

Submission Starts

9 Aug 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1288018.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

RAVEENDRAN

L1₹8.5 LAccepted-AOC

VALIYA VEEDU ANAYARA PO THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA

Sl No	Description	Qty	Unit	RAVEENDRAN L1
1.00MAINTENANCE
1.00	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	36	cum	51 ₹1,836 Lowest
1.00	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.	23.8	sqm	309.5 ₹7,366.1 Lowest
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	450	sqm	18.5 ₹8,325 Lowest
1.00	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)	450	sqm	291.5 ₹1,31,175 Lowest
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	104	cum	65.5 ₹6,812 Lowest
1.01	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	13	cum	8,401 ₹1,09,213 Lowest
1.01	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)	40.95	cum	8,210 ₹3,36,199.5 Lowest
1.01	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	19.5	cum	9,227.5 ₹1,79,936.25 Lowest
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.63	tonne	93,741 ₹59,431.79 Lowest

Sl No

Description

Qty

Unit

RAVEENDRAN

1.00MAINTENANCE

1.00

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

cum

₹1,836

Lowest

1.00

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.

23.8

sqm

309.5

₹7,366.1

Lowest

1.00

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

450

sqm

18.5

₹8,325

Lowest

1.00

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)

450

sqm

291.5

₹1,31,175

Lowest

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.

104

cum

65.5

₹6,812

Lowest

1.01

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

cum

8,401

₹1,09,213

Lowest

1.01

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)

40.95

cum

8,210

₹3,36,199.5

Lowest

1.01

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

19.5

cum

9,227.5

₹1,79,936.25

Lowest

1.01

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

0.63

tonne

93,741

₹59,431.79

Lowest