Andaman Nicobar

Financial BO

Works

Civil Works - Others

Construction of 100 feet 30 mtr Aerial Mast for Police Radio at Diglipur

Chief Engineer Andaman Public Works Department (APWD)

Police Radio, Diglipur | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹5.4 LCloses: 29 Jul 2026Closed

Timeline

Published25 Jul 2026
Closed29 Jul 2026
Financial Evaluation29 Jul 2026
Award—

Bids

Percentage

4 Bids29 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	KARTICK BAROI L1₹4.7 LAdmitted-Finance	-12.90%	₹4.7 L	L1	Admitted-Finance
2	P L PALANIVELU L2₹5.1 L+₹37,004.52 (7.85%)Admitted-Finance SUBASHGRAM DIGLIPUR	-6.06%	₹5.1 L+₹37,004.52 (7.85%)	L2	Admitted-Finance
3	PALASH KANTI ROY L3₹5.6 L+₹90,239.09 (19.2%)Admitted-Finance	+3.78%	₹5.6 L+₹90,239.09 (19.2%)	L3	Admitted-Finance
4	SREE HARI FABRICATOR L4₹8.1 L+₹3.4 L (72.2%)Admitted-Finance PLOT D8 D9 INDUTRIAL ESTATE GARACHARMA BHATHU BASTHI BHATHU BASTHI SOUTH ANDAMAN ANDAMAN NICOBAR 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	+50.00%	₹8.1 L+₹3.4 L (72.2%)	L4	Admitted-Finance

Tender Value

₹5.4 L

EMD Value

₹10,820

Closing Date

29 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, CD, APWD, Diglipur

Work Description

Construction of 100 feet 30 mtr Aerial Mast for Police Radio at Diglipur

Tender Information

Tender ID

2026_APWD_23950_1

Reference Number

NIT No. 45/EE/CD/APWD/DP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

90 days

Location

Police Radio, 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 45 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹10,820

Important Dates

Last Activity

29 Jul 2026

Published

25 Jul 2026

Bid Opening

29 Jul 2026

Download Starts

25 Jul 2026

Download Ends

29 Jul 2026

Submission Starts

25 Jul 2026

Clarification Period

25 Jul 2026 - 25 Jul 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Supply, fabrication, and erection of pre-fabricated Galvanized Iron (G.I) self-supporting tubular hybrid mast/tower, 30.00 metre height, designed for 150 kmph wind speed, conforming to relevant IS codes (IS:1367-1987 for bolts, IS:808-1989 for fabrication, IS:806-1968 for member grade YST240 MPS, and IS:7215 for tolerance of fabrication of steel structures), complete with all G.I. hardware and accessories such as base plate, flanges, Hex Head bolts of Property Class 5.6 with nuts, lock washers, including hot-dip galvanizing of the mast body, tubular/G.I. pipe members, and all fittings as per IS:1367-1987, and zinc spraying of welded areas, all welds being 6mm fillet welds unless otherwise noted, with field connections bolted with lock washers only (no field welding permitted), transportation from the fabrication yard up to the work site and erection of the mast/tower true to alignment and level using cranes, tackles, and other tools and plant, fixing of all hardware with proper torqueing including providing lightning arrester with earthing connections for lightning protection,aviation lamp atop, application of one coat of brilliant white and one coat of deep orange paint in alternate bands at every 3 metres as per aviation standards etc complete in all respects, as per the direction of Engineer-in-Charge.	-	kg	325.49	-
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.01	All kinds of soil.	-	cum	338.2	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	9,654.3	₹9,644.65
3.02	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	12,382.85	₹12,370.47
4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
4.01	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	14,153.05	₹14,138.9
5Centering and shuttering including strutting, propping etc. and removal of form for
5.01	Foundations, footings, bases of columns, etc. for mass concrete	1	sqm	406.55	₹406.14

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 2.07 MB

Work Item Documents

TenderDocumentNIT45.pdf

Tender Documents • 5.10 MB

BOQ_25380.xls

BOQ • 0.31 MB

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Company

KARTICK BAROI

L1₹4.7 LAdmitted-Finance

P L PALANIVELU

L2₹5.1 L+₹37,004.52 (7.85%)Admitted-Finance

SUBASHGRAM DIGLIPUR

PALASH KANTI ROY

L3₹5.6 L+₹90,239.09 (19.2%)Admitted-Finance

SREE HARI FABRICATOR

L4₹8.1 L+₹3.4 L (72.2%)Admitted-Finance

PLOT D8 D9 INDUTRIAL ESTATE GARACHARMA BHATHU BASTHI BHATHU BASTHI SOUTH ANDAMAN ANDAMAN NICOBAR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Supply, fabrication, and erection of pre-fabricated Galvanized Iron (G.I) self-supporting tubular hybrid mast/tower, 30.00 metre height, designed for 150 kmph wind speed, conforming to relevant IS codes (IS:1367-1987 for bolts, IS:808-1989 for fabrication, IS:806-1968 for member grade YST240 MPS, and IS:7215 for tolerance of fabrication of steel structures), complete with all G.I. hardware and accessories such as base plate, flanges, Hex Head bolts of Property Class 5.6 with nuts, lock washers, including hot-dip galvanizing of the mast body, tubular/G.I. pipe members, and all fittings as per IS:1367-1987, and zinc spraying of welded areas, all welds being 6mm fillet welds unless otherwise noted, with field connections bolted with lock washers only (no field welding permitted), transportation from the fabrication yard up to the work site and erection of the mast/tower true to alignment and level using cranes, tackles, and other tools and plant, fixing of all hardware with proper torqueing including providing lightning arrester with earthing connections for lightning protection,aviation lamp atop, application of one coat of brilliant white and one coat of deep orange paint in alternate bands at every 3 metres as per aviation standards etc complete in all respects, as per the direction of Engineer-in-Charge.

325.49

2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.01

All kinds of soil.

cum

338.2

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.01

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

9,654.3

₹9,644.65

3.02

1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

12,382.85

₹12,370.47

4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

4.01

1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

14,153.05

₹14,138.9

5Centering and shuttering including strutting, propping etc. and removal of form for

5.01

Foundations, footings, bases of columns, etc. for mass concrete

sqm

406.55

₹406.14