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Construction of retaining wall of length 50.0 mtr behind Type-III Block Qtr No.5,6,7and 8 and Type-IV Block Qtr No.1,2,3and4 at DSS Marine colony under CD-I,APWD, Sri Vijayapuram.

Chief Engineer Andaman Public Works Department (APWD)

DOLLYGUNJ | South Andamans, Andaman And Nicobar Islands

Amount: Refer DocsCloses: 8 Oct 2026

Timeline

Published23 Sept 2026
Closes8 Oct 2026
Bid Opening8 Oct 2026

Tender Value

Refer Docs

EMD Value

₹45,711

Closing Date

8 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer,CD-I, A.P.W.D., SVP

Address

Executive Engineer,CD-I, A.P.W.D., SVP

Work Description

Construction of retaining wall of length 50.0 mtr behind Type-III Block Qtr No.5,6,7and 8 and Type-IV Block Qtr No.1,2,3and4 at DSS Marine colony under CD-I,APWD, Sri Vijayapuram.

Tender Information

Tender ID

2026_APWD_24790_1

Reference Number

32/NIT/DB/CD-I/SVP/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

90 days

Location

DOLLYGUNJ

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Earnest Money Deposit. (.pdf)

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

RequiredScanned copy of Affidavit as per clause 1.2.2 of CPWD 6 shall be submitted on Indian Non Judicial bo (.pdf)

RequiredScanned copy of Certificate of Registration for GST (Good Service Tax). (.pdf)

RequiredBidding capacity Form C-3 as per page No.53 of NIT. (.pdf)

RequiredUndertaking as per page No. 54 of NIT. (.pdf)

RequiredLast 10 ten Years Financial audited statement of account from a Chartered Accountant as per Form A (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹45,711

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

23 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

23 Sept 2026

Clarification Period

23 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 (18 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, lift upto 1.5 m, 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.	156.5	Cum	334.8	₹52,396.2
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	79.4	Cum	181.5	₹14,411.1
3	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.	330	sqm	16.3	₹5,379
4Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
4.1	Beyond 30 cm girth upto and including 60 cm girth	2	each	490	₹980
4.2	Beyond 60 cm girth upto and including 120 cm girth	2	each	2,191.2	₹4,382.4
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	11	Cum	9,376.1	₹1,03,137.1
6	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	34.5	sqm	1,022.85	₹35,288.33

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.58 MB

Tendernotice_2.pdf

PDF • 24.55 MB

Work Item Documents

TenderdocretainingwallDSS.pdf

Tender Documents • 24.53 MB

BOQ_26238.xls

BOQ • 0.30 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, lift upto 1.5 m, 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.	156.5	Cum	334.8	₹52,396.2
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	79.4	Cum	181.5	₹14,411.1
3	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.	330	sqm	16.3	₹5,379
4Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
4.1	Beyond 30 cm girth upto and including 60 cm girth	2	each	490	₹980
4.2	Beyond 60 cm girth upto and including 120 cm girth	2	each	2,191.2	₹4,382.4
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	11	Cum	9,376.1	₹1,03,137.1
6	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	34.5	sqm	1,022.85	₹35,288.33

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, lift upto 1.5 m, 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.

156.5

Cum

334.8

₹52,396.2

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

79.4

Cum

181.5

₹14,411.1

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

330

sqm

16.3

₹5,379

4Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

4.1

Beyond 30 cm girth upto and including 60 cm girth

each

490

₹980

4.2

Beyond 60 cm girth upto and including 120 cm girth

each

2,191.2

₹4,382.4

5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

5.1

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

Cum

9,376.1

₹1,03,137.1

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

34.5

sqm

1,022.85

₹35,288.33