Kerala

AOC

Works

Civil Works - Roads

198/25-26-MAINTANANCE OF VARIYATH THYKKATTPADI-BYPAS ROAD

Local Self Government Department

Kalpakanchery | Malappuram, Kerala

Amount: ₹4.6 LCloses: 3 Mar 2026Closed

Timeline

Published23 Feb 2026
Closed3 Mar 2026
Technical Evaluation20 Jul 2026
Awarded22 Jul 2026

Bids

Percentage

2 Bids22 Jul 2026

#	Company	Amount	Rank	Status
1	ABU KONDARATH L1₹5.1 LAccepted-AOC KONDARATHAN HOUSE VALAKAZHIM KARUPPATHIL MALAPPURAM 676551 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 676551	₹5.1 L	L1	Accepted-AOC LOWEST BID ACCEPTED
2	SHOUKATHALI K L2₹5.1 L+₹46.15 (<0.01%)Rejected-AOC	₹5.1 L+₹46.15 (<0.01%)	L2	Rejected-AOC LOWEST BID ACCEPTED

Tender Value

₹4.6 L

EMD Value

₹11,537

Closing Date

3 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section kalpakanchery GP

Work Description

ROAD MAINATANCE HANDRAIL

Tender Information

Tender ID

2026_LSGD_838839_4

Reference Number

TENDER/4/AE/LSGD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

Kalpakanchery

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

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

RequiredIntegrity pact certificate as per item no-3 PartVI (less than 1 MB) (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (less than 1 MB) (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (less than 1 MB) (.pdf)

RequiredAffidavit as per item no-4 Part- VI (less than 1 MB) (.pdf)

RequiredNIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,020

EMD Fee Amount

₹11,537

Important Dates

Last Activity

22 Jul 2026

Published

23 Feb 2026

Bid Opening

4 Mar 2026

Download Starts

23 Feb 2026

Download Ends

3 Mar 2026

Submission Starts

23 Feb 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road rennovation
1.001	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	13.82	-
1.002	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)	-	sqm	380.23	-
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	273.18	-
1.004	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.	1	cum	65.78	₹65.71
1.005	OD423781/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	-	cum	3,821.24	-
1.006	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	8,739.23	-
1.007	OD423784/2025-2026:[OD From DAR 10.26.3 ] Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer	-	kilogram	213.54	-
1.008	10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> 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	-	sqm	202.96	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1413326.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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1413326.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 3.95 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Company

ABU KONDARATH

L1₹5.1 LAccepted-AOC

KONDARATHAN HOUSE VALAKAZHIM KARUPPATHIL MALAPPURAM 676551 | MALAPPURAM | MALAPPURAM | KERALA | 676551

SHOUKATHALI K

L2₹5.1 L+₹46.15 (<0.01%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road rennovation
1.001	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	13.82	-
1.002	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)	-	sqm	380.23	-
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	273.18	-
1.004	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.	1	cum	65.78	₹65.71
1.005	OD423781/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	-	cum	3,821.24	-
1.006	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	8,739.23	-
1.007	OD423784/2025-2026:[OD From DAR 10.26.3 ] Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer	-	kilogram	213.54	-
1.008	10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> 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	-	sqm	202.96	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road rennovation

1.001

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

13.82

1.002

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)

sqm

380.23

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

273.18

1.004

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.

cum

65.78

₹65.71

1.005

OD423781/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

cum

3,821.24

1.006

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

cum

8,739.23

1.007

OD423784/2025-2026:[OD From DAR 10.26.3 ] Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer

kilogram

213.54

1.008

10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> 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

sqm

202.96