Kerala

Financial Eval

Works

Civil Works - Roads

Annual Plan-2025-26 Perinthalmanna BP(Pro No 141/26)-19 th Mile Keezhattur Road Renovation in Keezhattur GP-General Civil Work

Local Self Government Department

PERINTHALMANNA | Malappuram, Kerala

Amount: ₹4.3 LCloses: 17 Jul 2026Closed

Timeline

Published10 Jul 2026
Closed17 Jul 2026
Technical Evaluation26 Sept 2026
Financial Evaluation26 Sept 2026
Award—

Bids

Item Rate

2 Bids26 Sept 2026

#	Company	Amount	Rank	Status
1	P. SHIHABUDHEEN 1₹5.0 LAccepted-Finance	₹5.0 L	1	Accepted-Finance 1
2	VEERANKUTTY 2₹5.0 LSame as 1Accepted-Finance	₹5.0 LSame as 1	2	Accepted-Finance 2

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	P. SHIHABUDHEEN L1	VEERANKUTTY L2
1.00road work
1.00	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.	217.15	sqm	346.07 ₹75,149.1 Lowest	350 ₹76,002.5
1.00	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.	1,226.4	sqm	16.37 ₹20,076.17 Lowest	20 ₹24,528
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	1,226.4	sqm	323.58 ₹3,96,838.51 Lowest	350 ₹4,29,240
2.00Name Board
2.00	OD34417/2026-2027:Supply and fitting granite Name board	1	1 nos	3,269.84 ₹3,269.84 Lowest	3,300 ₹3,300

Tender Value

₹4.3 L

EMD Value

₹10,675

Closing Date

17 Jul 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANTENGINEER

Address

LID AND EW SUBDIVISION OFFICE PERINTHALMANNA BLOCK PANCHAYATH PIN 679322

Work Description

Annual Plan-2025-26 Perinthalmanna BP(Pro No 141/26)-19 th Mile Keezhattur Road Renovation in Keezhattur GP-General Civil Work

Tender Information

Tender ID

2026_LSGD_859897_7

Reference Number

AE/LSGD/PMNA BP/ETN0/02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

PERINTHALMANNA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. BOQ (.xls)

Required2. Copy of remittance towards bid submission fee and Bid Security (.pdf)

Required3. Self attested Copy of the bidders valid registration certificate (.pdf)

Required4. Duly filled and signed copy of bid submission letter as per item no-1 Part-VI of bid document (.pdf)

Required5. Duly filled and signed copy of preliminary agreement as per item no-2 Part-VI of this bid docume (.pdf)

Required6. Duly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of bid documen (.pdf)

Required7. Duly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

Required8. Duly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

Required9. Duly filled and signed copy of NIT and SBD (.pdf)

Required10.GST Duly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹945

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,675

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

10 Jul 2026

Bid Opening

20 Jul 2026

Download Starts

10 Jul 2026

Download Ends

17 Jul 2026

Submission Starts

10 Jul 2026

Clarification Period

10 Jul 2026 - 17 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road work
1.001	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.	-	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.	-	sqm	-	-
1.003	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	-	-
2Name Board
2.001	OD34417/2026-2027:Supply and fitting granite Name board	-	1 nos	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1454108.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.73 MB

Work Item Documents

BOQ_1454108.xls

BOQ • 0.30 MB

generalestpdfview.pdf

Tender Documents • 0.02 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.77 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

P. SHIHABUDHEEN

1₹5.0 LAccepted-Finance

VEERANKUTTY

2₹5.0 LSame as 1Accepted-Finance

Sl No	Description	Qty	Unit	P. SHIHABUDHEEN L1	VEERANKUTTY L2
1.00road work
1.00	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.	217.15	sqm	346.07 ₹75,149.1 Lowest	350 ₹76,002.5
1.00	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.	1,226.4	sqm	16.37 ₹20,076.17 Lowest	20 ₹24,528
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	1,226.4	sqm	323.58 ₹3,96,838.51 Lowest	350 ₹4,29,240
2.00Name Board
2.00	OD34417/2026-2027:Supply and fitting granite Name board	1	1 nos	3,269.84 ₹3,269.84 Lowest	3,300 ₹3,300

Sl No

Description

Qty

Unit

P. SHIHABUDHEEN

VEERANKUTTY

1.00road work

1.00

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.

217.15

sqm

346.07

₹75,149.1

Lowest

350

₹76,002.5

1.00

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.

1,226.4

sqm

16.37

₹20,076.17

Lowest

₹24,528

1.00

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

1,226.4

sqm

323.58

₹3,96,838.51

Lowest

350

₹4,29,240

2.00Name Board

2.00

OD34417/2026-2027:Supply and fitting granite Name board

1 nos

3,269.84

₹3,269.84

Lowest

3,300

₹3,300

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road work
1.001	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.	-	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.	-	sqm	-	-
1.003	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	-	-
2Name Board
2.001	OD34417/2026-2027:Supply and fitting granite Name board	-	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road work

1.001

sqm

1.002

sqm

1.003

sqm

2Name Board

2.001

OD34417/2026-2027:Supply and fitting granite Name board

1 nos