Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Chellikkadu-Chappakkadavu Road Taring Div 34 Pro No 349-Chellikkadu-Chappakkadavu Road Taring Div 34 Pro No 349-General Civil Work

Local Self Government Department

Tanur Municipality | Malappuram, Kerala

Amount: ₹3.4 LCloses: 25 Mar 2023Closed

Timeline

Published17 Mar 2023
Closed25 Mar 2023
Awarded20 Aug 2026

Bids

Item Rate

2 Bids20 Aug 2026

#	Company	Amount	Rank	Status
1	ABHIMANUE L1₹3.4 LAccepted-AOC	₹3.4 L	L1	Accepted-AOC L1
2	P. ANIL KUMAR Rejected-Technical	-	-	Rejected-Technical L1

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	P. ANIL KUMAR L2	ABHIMANUE L1
1.00Road tarring
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	51.3	cum	14.15 ₹725.89 Lowest	14.15 ₹725.89 Lowest
1.00	OD322865/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	34.2	cum	940.22 ₹32,155.52 Lowest	940.22 ₹32,155.52 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	17.1	cum	463.83 ₹7,931.49 Lowest	463.83 ₹7,931.49 Lowest
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	51.3	cum	3,336.88 ₹1,71,181.94 Lowest	3,336.88 ₹1,71,181.94 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	342	sqm	88.42 ₹30,239.64 Lowest	88.42 ₹30,239.64 Lowest
1.01	5.2.3a:Tack Coat <br>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.	342	sqm	16.04 ₹5,485.68 Lowest	16.04 ₹5,485.68 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	342	sqm	275 ₹94,050	265.3 ₹90,732.6 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,461

Closing Date

25 Mar 2023, 5:00 pmClosed

Tender Inviting Organisation

Name

VISHNU M M

Address

Office of the Assistant Engineer LID EW Section Tanur Municipality

Work Description

Annual Plan-Chellikkadu-Chappakkadavu Road Taring Div 34 Pro No 349-Chellikkadu-Chappakkadavu Road Taring Div 34 Pro No 349-General Civil Work

Tender Information

Tender ID

2023_LSGD_560410_18

Reference Number

AE/TNR/LIDEW/4A/2022-23

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Tanur Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,461

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Aug 2026

Published

17 Mar 2023

Bid Opening

28 Mar 2023

Download Starts

17 Mar 2023

Download Ends

25 Mar 2023

Submission Starts

17 Mar 2023

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 • 0.04 MB

Ready to Participate?

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Company

ABHIMANUE

L1₹3.4 LAccepted-AOC

P. ANIL KUMAR

Rejected-Technical

Sl No	Description	Qty	Unit	P. ANIL KUMAR L2	ABHIMANUE L1
1.00Road tarring
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	51.3	cum	14.15 ₹725.89 Lowest	14.15 ₹725.89 Lowest
1.00	OD322865/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	34.2	cum	940.22 ₹32,155.52 Lowest	940.22 ₹32,155.52 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	17.1	cum	463.83 ₹7,931.49 Lowest	463.83 ₹7,931.49 Lowest
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	51.3	cum	3,336.88 ₹1,71,181.94 Lowest	3,336.88 ₹1,71,181.94 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	342	sqm	88.42 ₹30,239.64 Lowest	88.42 ₹30,239.64 Lowest
1.01	5.2.3a:Tack Coat <br>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.	342	sqm	16.04 ₹5,485.68 Lowest	16.04 ₹5,485.68 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	342	sqm	275 ₹94,050	265.3 ₹90,732.6 Lowest

Sl No

Description

Qty

Unit

P. ANIL KUMAR

ABHIMANUE

1.00Road tarring

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

51.3

cum

14.15

₹725.89

Lowest

14.15

₹725.89

Lowest

1.00

OD322865/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

34.2

cum

940.22

₹32,155.52

Lowest

940.22

₹32,155.52

Lowest

1.00

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

17.1

cum

463.83

₹7,931.49

Lowest

463.83

₹7,931.49

Lowest

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

51.3

cum

3,336.88

₹1,71,181.94

Lowest

3,336.88

₹1,71,181.94

Lowest

1.00

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

342

sqm

88.42

₹30,239.64

Lowest

88.42

₹30,239.64

Lowest

1.01

5.2.3a:Tack Coat 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.

342

sqm

16.04

₹5,485.68

Lowest

16.04

₹5,485.68

Lowest

1.01

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)

342

sqm

275

₹94,050

265.3

₹90,732.6

Lowest