Andaman Nicobar

Financial BO

Works

Civil Works - Roads

AR and MO Rural Road under SD-V, CD, Diglipur during the year 2026-27. Sw- Repair and Maintenance of Rural Road from BSNL Exchange Office to Residential Quarter under Education Department, Diglipur

Chief Engineer Andaman Public Works Department (APWD)

BSNL Exchange Road Diglipur | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹13.0 LCloses: 7 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed7 Oct 2026
Financial Evaluation7 Oct 2026
Award—

Bids

Percentage

1 Bid7 Oct 2026

#	Company	Quoted %	Amount	Rank	Status
1	U K Saha Infratech L1₹13.6 LAdmitted-Finance	+4.90%	₹13.6 L	L1	Admitted-Finance

Tender Value

₹13.0 L

EMD Value

₹25,962

Closing Date

7 Oct 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, CD, APWD, Diglipur

Work Description

AR and MO Rural Road under SD-V, CD, Diglipur during the year 2026-27. Sw- Repair and Maintenance of Rural Road from BSNL Exchange Office to Residential Quarter under Education Department, Diglipur

Tender Information

Tender ID

2026_APWD_24941_1

Reference Number

NIT No. 49/EE/CD/APWD/DP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

60 days

Location

BSNL Exchange Road Diglipur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy of certificates of Work Experience (.pdf)

RequiredScanned copy of Affidavit as per clause 1.2.2 of CPWD 6 (.pdf)

RequiredScanned copy of Certificate of Registration for GST (.pdf)

RequiredBidding capacity Form C-3 as per page No.51 of NIT (.pdf)

RequiredUndertaking as per page No. 52 of NIT (.pdf)

RequiredLast 10 ten Years Financial audited Financial Audited statement of account from a Chartered ..... (.pdf)

RequiredProfit/Loss (standalone financial statement and consolidated financial statement both) (.pdf)

Finance

RequiredPrice Bid NIT 49 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹25,962

Important Dates

Last Activity

7 Oct 2026

Published

30 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

30 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

1 Oct 2026

Clarification Period

30 Sept 2026 - 1 Oct 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.01	All kinds of soil	160	sqm	120.15	₹19,224
2	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	160	sqm	204	₹32,640
3	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.	24	cum	3,942.1	₹94,610.4
4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
4.01	With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm	249	sqm	55.55	₹13,831.95
4.02	With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm	1,153	sqm	34.2	₹39,432.6
5Providing 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:
5.01	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.	714.5	sqm	961.05	₹6,86,670.23
6	Providing 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.	687.5	sqm	160	₹1,10,000

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 2.09 MB

Work Item Documents

TenderDocumentNIT49.pdf

Tender Documents • 5.11 MB

BOQ_26393.xls

BOQ • 0.31 MB

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Company

U K Saha Infratech

L1₹13.6 LAdmitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.01	All kinds of soil	160	sqm	120.15	₹19,224
2	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	160	sqm	204	₹32,640
3	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.	24	cum	3,942.1	₹94,610.4
4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
4.01	With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm	249	sqm	55.55	₹13,831.95
4.02	With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm	1,153	sqm	34.2	₹39,432.6
5Providing 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:
5.01	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.	714.5	sqm	961.05	₹6,86,670.23
6	Providing 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.	687.5	sqm	160	₹1,10,000

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:

1.01

All kinds of soil

160

sqm

120.15

₹19,224

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

160

sqm

204

₹32,640

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

cum

3,942.1

₹94,610.4

4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

4.01

With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm

249

sqm

55.55

₹13,831.95

4.02

With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm

1,153

sqm

34.2

₹39,432.6

5Providing 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:

5.01

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.

714.5

sqm

961.05

₹6,86,670.23

Providing 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.

687.5

sqm

160

₹1,10,000