Andaman Nicobar

Financial BO

Works

Civil Works - Roads

Resurfacing of Quarter area road behind Andaman Residency in Ward No. 07 Under CRF Scheme

Port Blair Municipal Council

ward no. 07 | South Andamans, Andaman And Nicobar Islands

Amount: ₹6.5 LCloses: 2 Apr 2026Closed

Bids

Percentage

1 Bid10 Apr 2026

#	Company	Quoted %	Amount	Rank	Status
1	L1₹7.1 LAdmitted-Finance	+10.19%	₹7.1 L	L1	Admitted-Finance

Tender Value

₹6.5 L

EMD Value

₹12,922

Closing Date

2 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer-I(Wks)

Address

Executive Engineer-I(Wks), SVPMC HQ

Work Description

Resurfacing of Quarter area road behind Andaman Residency in Ward No. 07 Under CRF Scheme

Tender Information

Tender ID

2026_PMBC_21848_3

Reference Number

32/EE/Wks-I/R/MC/CRF/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Period of Work

120 days

Location

ward no. 07

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredEMD, Work Experience, EPF Registration Certificate, PAN Card and GST Registration, clearance FORM 3B (.pdf)

RequiredAffidavit, 10 yrs financial statement, Bidding Capacity Form C-3, Availability of Machinery (.pdf)

RequiredPlease Refer Pg no. 04 of the tender document for list of documents and furnish the same. (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹12,922

Important Dates

Last Activity

10 Apr 2026

Published

25 Mar 2026

Bid Opening

2 Apr 2026

Download Starts

25 Mar 2026

Download Ends

2 Apr 2026

Submission Starts

25 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
2Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable.penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
3Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
42 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent
5Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
6Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

technical_23842.pdf

PDF

Technical Evaluation

techsummary_23842.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.12 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 1.15 MB

BOQ_23842.xls

BOQ • 0.29 MB

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