Kerala

AOC

Works

Civil Works - Roads

Mattuthavalam Jandapadi Kuppupara road ward 7(Proj.No.144) in Upputhara GP 2025-26-144/26

Local Self Government Department

Upputhara GP | Idukki, Kerala

Amount: ₹8.9 LCloses: 5 Nov 2025Closed

Timeline

Published29 Oct 2025
Closed5 Nov 2025
Awarded30 Jun 2026

Bids

Item Rate

2 Bids30 Jun 2026

#	Company	Amount	Rank	Status
1	P A SHAJI L1₹8.9 LAccepted-AOC	₹8.9 L	L1	Accepted-AOC L1
2	K G VASUDEVAN NAIR L2₹9.0 L+₹6,098.89 (0.69%)Rejected-AOC	₹9.0 L+₹6,098.89 (0.69%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	P A SHAJI L1	K G VASUDEVAN NAIR L2
1.00ROAD MAINTANANCE
1.00	8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	9.5	cum	205.04 ₹1,947.88 Lowest	208 ₹1,976
1.00	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	396.2	sqm	16.01 ₹6,343.16 Lowest	19 ₹7,527.8
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.	29.6	sqm	323.59 ₹9,578.26 Lowest	325 ₹9,620
1.00	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.	15.5	sqm	418.33 ₹6,484.12 Lowest	420 ₹6,510
1.00	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.	856.8	sqm	15.79 ₹13,528.87 Lowest	16 ₹13,708.8
1.01	75.5.9.2.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (II) Bitumen (S-65)	856.8	sqm	180.81 ₹1,54,918.01 Lowest	186 ₹1,59,364.8
1.01	75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)	856.8	sqm	94.87 ₹81,284.62 Lowest	95 ₹81,396
1.01	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	64.33	cum	9,563.75 ₹6,15,236.04 Lowest	9,565 ₹6,15,316.45

Tender Value

₹8.9 L

EMD Value

₹22,233

Closing Date

5 Nov 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LID EW SECTION Upputhara GP

Work Description

Mattuthavalam Jandapadi Kuppupara road ward 7(Proj.No.144) in Upputhara GP 2025-26-144/26

Tender Information

Tender ID

2025_LSGD_816485_4

Reference Number

04/2026/AE/LIDEW/UPA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Upputhara GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of preliminary agreement duly signed (.pdf)

RequiredDuly filled e-payment form as downloaded from web site (.pdf)

RequiredScanned Copy of Contractors registration certificate (.pdf)

RequiredScanned Copy of GST registration certificate (.pdf)

RequiredDuly filled form of tender (.pdf)

RequiredDuly filled form of integrity pact (.pdf)

RequiredAffidavit (.pdf)

RequiredSBD downloaded from e-tender site (.pdf)

RequiredBOQ (Tender Schedule ) as downloaded from web site (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,965

EMD Fee Amount

₹22,233

Important Dates

Last Activity

30 Jun 2026

Published

29 Oct 2025

Bid Opening

6 Nov 2025

Download Starts

29 Oct 2025

Download Ends

5 Nov 2025

Submission Starts

29 Oct 2025

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

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 • 0.29 MB

Work Item Documents

144SBD.pdf

Tender Documents • 1.75 MB

BOQ_1367691.xls

BOQ • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

P A SHAJI

L1₹8.9 LAccepted-AOC

K G VASUDEVAN NAIR

L2₹9.0 L+₹6,098.89 (0.69%)Rejected-AOC

Sl No	Description	Qty	Unit	P A SHAJI L1	K G VASUDEVAN NAIR L2
1.00ROAD MAINTANANCE
1.00	8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	9.5	cum	205.04 ₹1,947.88 Lowest	208 ₹1,976
1.00	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	396.2	sqm	16.01 ₹6,343.16 Lowest	19 ₹7,527.8
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.	29.6	sqm	323.59 ₹9,578.26 Lowest	325 ₹9,620
1.00	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.	15.5	sqm	418.33 ₹6,484.12 Lowest	420 ₹6,510
1.00	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.	856.8	sqm	15.79 ₹13,528.87 Lowest	16 ₹13,708.8
1.01	75.5.9.2.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (II) Bitumen (S-65)	856.8	sqm	180.81 ₹1,54,918.01 Lowest	186 ₹1,59,364.8
1.01	75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)	856.8	sqm	94.87 ₹81,284.62 Lowest	95 ₹81,396
1.01	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	64.33	cum	9,563.75 ₹6,15,236.04 Lowest	9,565 ₹6,15,316.45

Sl No

Description

Qty

Unit

P A SHAJI

K G VASUDEVAN NAIR

1.00ROAD MAINTANANCE

1.00

8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

9.5

cum

205.04

₹1,947.88

Lowest

208

₹1,976

1.00

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

396.2

sqm

16.01

₹6,343.16

Lowest

₹7,527.8

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.

29.6

sqm

323.59

₹9,578.26

Lowest

325

₹9,620

1.00

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.

15.5

sqm

418.33

₹6,484.12

Lowest

420

₹6,510

1.00

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.

856.8

sqm

15.79

₹13,528.87

Lowest

₹13,708.8

1.01

75.5.9.2.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (II) Bitumen (S-65)

856.8

sqm

180.81

₹1,54,918.01

Lowest

186

₹1,59,364.8

1.01

75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)

856.8

sqm

94.87

₹81,284.62

Lowest

₹81,396

1.01

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

64.33

cum

9,563.75

₹6,15,236.04

Lowest

9,565

₹6,15,316.45