Andaman Nicobar

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Civil Works - Water Works

Replacement of old GI pumping line from Caddle gunj filter unit command tank Tushnabad under RCD Wimberly Gunj

Chief Engineer Andaman Public Works Department (APWD)

RCD, APWD, Wimberlygunj | South Andamans, Andaman And Nicobar Islands

Amount: ₹76.7 LCloses: 29 Sept 20267d left

Timeline

Published21 Sept 2026
Closes29 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹76.7 L

EMD Value

₹1.5 L

Closing Date

29 Sept 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Executive Engineer, RCD, APWD, Wimberlygunj

Address

Executive Engineer, RCD, APWD, Wimberlygunj

Work Description

Replacement of old GI pumping line from Caddle gunj filter unit command tank Tushnabad under RCD Wimberly Gunj

Tender Information

Tender ID

2026_APWD_24757_1

Reference Number

NIT No. 50/EE/RCD/APWD/WG/26-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

180 days

Location

RCD, APWD, Wimberlygunj

Source Website

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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

₹1.5 L

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

21 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 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 (19 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.	25	cum	334.65	₹8,366.25
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
2.1	All kinds of soil (Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia)	1,965	metre	396.45	₹7,79,024.25
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	6.91	cum	11,906.6	₹82,274.61
3.2	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)	2.5	cum	9,648.35	₹24,120.88
4Centering and shuttering including strutting, propping etc. and removal of form for
4.1	Foundations, footings, bases of columns, etc. for mass concrete	12.18	sqm	402.85	₹4,906.71
5Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.65 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 2.40 MB

Instructions-to-bidders.pdf

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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.	25	cum	334.65	₹8,366.25
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
2.1	All kinds of soil (Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia)	1,965	metre	396.45	₹7,79,024.25
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	6.91	cum	11,906.6	₹82,274.61
3.2	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)	2.5	cum	9,648.35	₹24,120.88
4Centering and shuttering including strutting, propping etc. and removal of form for
4.1	Foundations, footings, bases of columns, etc. for mass concrete	12.18	sqm	402.85	₹4,906.71
5Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

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.

cum

334.65

₹8,366.25

2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

2.1

All kinds of soil (Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia)

1,965

metre

396.45

₹7,79,024.25

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

3.1

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)

6.91

cum

11,906.6

₹82,274.61

3.2

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)

2.5

cum

9,648.35

₹24,120.88

4Centering and shuttering including strutting, propping etc. and removal of form for

4.1

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

12.18

sqm

402.85

₹4,906.71

5Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :