Andaman Nicobar

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Works

Civil Works - Others

Strengthening of Shoulder of village road (PMGSY) Cattle gunj Ward No.01 under RCD, APWD, Wimberly Gunj.

Chief Engineer Andaman Public Works Department (APWD)

EE/RCD/APWD/WG | South Andamans, Andaman And Nicobar Islands

Amount: ₹10.1 LCloses: 5 Oct 2026

Timeline

Published24 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹10.1 L

EMD Value

₹20,171

Closing Date

5 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

EE/RCD/APWD/WG

Address

EE/RCD/APWD/WG

Work Description

Strengthening of Shoulder of village road (PMGSY) Cattle gunj Ward No.01 under RCD, APWD, Wimberly Gunj.

Tender Information

Tender ID

2026_APWD_24801_1

Reference Number

NIT No. 57/EE/RCD/APWD/WG/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

90 days

Location

EE/RCD/APWD/WG

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer to tender document

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD (.pdf)

RequiredScan of copy Certificates of Work Experience. (.pdf)

RequiredAffidavit as per clause 1.2.1 of CPWD 6 shall be submitted on Indian Non Judicial Bond/Stamp paper (.pdf)

RequiredCertificate of valid Registration for GST (Goods and Service Tax). (.pdf)

Required10 (Ten) years Financial Audited Statement of Account from a Charted Accountant. (.pdf)

RequiredList of all ongoing work with their Physical and Financial progress as per page No.40. (.pdf)

RequiredUndertaking as per Page No.41. (.pdf)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹20,171

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

24 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

24 Sept 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.1	All kinds of soil.	82.8	cum	334.65	₹27,709.02
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	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)	27.6	cum	9,648.35	₹2,66,294.46
2.2	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)	55.2	cum	11,906.6	₹6,57,244.32
3Centering and shuttering including strutting, propping etc. and removal of form work for:
3.1	Foundations, footings, bases for columns	142.2	sqm	402.85	₹57,285.27

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 • 1.05 MB

Work Item Documents

Tenderdocument57.pdf

Tender Documents • 2.39 MB

BOQ_26248.xls

BOQ • 0.24 MB

Instructions-to-bidders.pdf

Additional Documents • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.1	All kinds of soil.	82.8	cum	334.65	₹27,709.02
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	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)	27.6	cum	9,648.35	₹2,66,294.46
2.2	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)	55.2	cum	11,906.6	₹6,57,244.32
3Centering and shuttering including strutting, propping etc. and removal of form work for:
3.1	Foundations, footings, bases for columns	142.2	sqm	402.85	₹57,285.27

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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.

1.1

All kinds of soil.

82.8

cum

334.65

₹27,709.02

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.1

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)

27.6

cum

9,648.35

₹2,66,294.46

2.2

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)

55.2

cum

11,906.6

₹6,57,244.32

3Centering and shuttering including strutting, propping etc. and removal of form work for:

3.1

Foundations, footings, bases for columns

142.2

sqm

402.85

₹57,285.27