Kerala

AOC

Works

Civil Works - Roads

Annual Plan-346 23-24 PALA MUNICIPALITY-NJONDIMAAKKAL KAVALA PULIMALAKKUNNU ILAMTHOTTAM MURINGAYILA ROAD RENNOVATION WARD 6-General Civil Work

Local Self Government Department

Pala Municipality | Kottayam, Kerala

Amount: ₹2.8 LCloses: 13 Mar 2024Closed

Timeline

Published6 Mar 2024
Closed13 Mar 2024
Awarded1 Jul 2026

Bids

Item Rate

1 Bid1 Jul 2026

#	Company	Amount	Rank	Status
1	Vazhayil Constructions 1₹3.0 LAccepted-AOC EDAMATTOM	₹3.0 L	1	Accepted-AOC lowest

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	Vazhayil Constructions L1
1.00Road Retarring & Interlocking
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	48.34	sqm	299.75 ₹14,491.41 Lowest
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	452.5	sqm	15.08 ₹6,823.7 Lowest
1.00	OD345899/2023-2024:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)	452.5	sqm	254.34 ₹1,15,088.85 Lowest
1.00	OD341115/2023-2024:Surface dressing of the ground including removing vegatation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 1.5 m.All kinds of soil	112.8	sqm	31.83 ₹3,590.42 Lowest
1.00	6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	8.88	cum	3,167.35 ₹28,126.07 Lowest
1.01	OD341099/2023-2024:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504	82.88	per sqm	1,084.55 ₹89,887.5 Lowest
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	4.51	cum	8,509.33 ₹38,411.12 Lowest

Tender Value

₹2.8 L

EMD Value

₹6,991

Closing Date

13 Mar 2024, 5:00 pmClosed

Tender Inviting Organisation

Name

AEE, Pala Municipality

Address

Office of the AEE, Pala Municipality

Work Description

Annual Plan-346 23-24 PALA MUNICIPALITY-NJONDIMAAKKAL KAVALA PULIMALAKKUNNU ILAMTHOTTAM MURINGAYILA ROAD RENNOVATION WARD 6-General Civil Work

Tender Information

Tender ID

2024_LSGD_649646_3

Reference Number

LSGD/CELSGD/109498/2023-2024

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Pala Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittence (.pdf)

RequiredBid submission letter (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredRequisition for e-payment (.pdf)

RequiredAffidavit (.pdf)

RequiredBidder valid registration certificate, GST, and PAN (.pdf)

RequiredStandard Bid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹6,991

Important Dates

Last Activity

1 Jul 2026

Published

6 Mar 2024

Bid Opening

14 Mar 2024

Download Starts

6 Mar 2024

Download Ends

13 Mar 2024

Submission Starts

6 Mar 2024

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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

Vazhayil Constructions

1₹3.0 LAccepted-AOC

EDAMATTOM

Sl No	Description	Qty	Unit	Vazhayil Constructions L1
1.00Road Retarring & Interlocking
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	48.34	sqm	299.75 ₹14,491.41 Lowest
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	452.5	sqm	15.08 ₹6,823.7 Lowest
1.00	OD345899/2023-2024:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)	452.5	sqm	254.34 ₹1,15,088.85 Lowest
1.00	OD341115/2023-2024:Surface dressing of the ground including removing vegatation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 1.5 m.All kinds of soil	112.8	sqm	31.83 ₹3,590.42 Lowest
1.00	6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	8.88	cum	3,167.35 ₹28,126.07 Lowest
1.01	OD341099/2023-2024:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504	82.88	per sqm	1,084.55 ₹89,887.5 Lowest
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	4.51	cum	8,509.33 ₹38,411.12 Lowest

Sl No

Description

Qty

Unit

Vazhayil Constructions

1.00Road Retarring & Interlocking

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.

48.34

sqm

299.75

₹14,491.41

Lowest

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.

452.5

sqm

15.08

₹6,823.7

Lowest

1.00

OD345899/2023-2024:Mix Seal Surfacing-Manual Means-Type A-Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 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 (ll) Bitumen (S-65)

452.5

sqm

254.34

₹1,15,088.85

Lowest

1.00

OD341115/2023-2024:Surface dressing of the ground including removing vegatation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 1.5 m.All kinds of soil

112.8

sqm

31.83

₹3,590.42

Lowest

1.00

6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

8.88

cum

3,167.35

₹28,126.07

Lowest

1.01

OD341099/2023-2024:OD for 6.7.1 Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

82.88

per sqm

1,084.55

₹89,887.5

Lowest

1.01

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

4.51

cum

8,509.33

₹38,411.12

Lowest