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Civil Works - Water Works

Construction of 300m3 OHR at Vaddem Colony No I in VP Vaddem-Curdi in Sanguem Constituency

DEPARTMENT OF DRINKING WATER

WD VI DDW Margao Goa | South Goa, Goa

Amount: ₹1.9 CrCloses: 30 Sept 20263d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹1.9 Cr

EMD Value

₹3.8 L

Closing Date

30 Sept 2026, 3:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

WD VI DDW Margao Goa

Work Description

Construction of 300m3 OHR at Vaddem Colony No I in VP Vaddem-Curdi in Sanguem Constituency

Tender Information

Tender ID

2026_DDW_31938_1

Reference Number

DDW/WD-VI/TN/2026-27/13 line 01

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

545 days

Location

WD VI DDW Margao Goa

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredAS PER NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹3.8 L

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 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 (76 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:
1.01	Hard soil	2.25	Sq m	66	₹148.5
2	Earthwork in excavation by mechanical means (hydraulic exacavator)/manual means over areas (exceeding 30 cm depth but exceeding 1.5 m on plan) including disposal of excavated earth, all lead and lift . Disposed earth to be leveled and neatly dressed including providing barricading, danger lighting, guarding as directed by Departmental Officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-in-charge etc, complete.	163.36	Cu.m	881.82	₹1,44,054.12
3	Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete.	200.64	Cu.m	927.36	₹1,86,065.51
4Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.
4.01	By Mechanical Means : Rural Roads	7.2	Sq. m	397	₹2,858.4
5	Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. Rural roads	7.2	Sq. m	1,823	₹13,125.6
6	Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.	14.06	Cu. M	3,051.18	₹42,899.59
7Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
7.01	All works upto plinth level	5.12	Cu. M	6,635	₹33,971.2

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.75 MB

Tendernotice_2.pdf

PDF • 1.07 MB

Tendernotice_3.pdf

PDF • 0.63 MB

Tendernotice_4.pdf

PDF • 0.68 MB

Work Item Documents

BOQ_32326.xls

BOQ • 0.46 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:
1.01	Hard soil	2.25	Sq m	66	₹148.5
2	Earthwork in excavation by mechanical means (hydraulic exacavator)/manual means over areas (exceeding 30 cm depth but exceeding 1.5 m on plan) including disposal of excavated earth, all lead and lift . Disposed earth to be leveled and neatly dressed including providing barricading, danger lighting, guarding as directed by Departmental Officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-in-charge etc, complete.	163.36	Cu.m	881.82	₹1,44,054.12
3	Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete.	200.64	Cu.m	927.36	₹1,86,065.51
4Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.
4.01	By Mechanical Means : Rural Roads	7.2	Sq. m	397	₹2,858.4
5	Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. Rural roads	7.2	Sq. m	1,823	₹13,125.6
6	Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.	14.06	Cu. M	3,051.18	₹42,899.59
7Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
7.01	All works upto plinth level	5.12	Cu. M	6,635	₹33,971.2

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:

1.01

Hard soil

2.25

Sq m

₹148.5

Earthwork in excavation by mechanical means (hydraulic exacavator)/manual means over areas (exceeding 30 cm depth but exceeding 1.5 m on plan) including disposal of excavated earth, all lead and lift . Disposed earth to be leveled and neatly dressed including providing barricading, danger lighting, guarding as directed by Departmental Officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-in-charge etc, complete.

163.36

Cu.m

881.82

₹1,44,054.12

Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete.

200.64

Cu.m

927.36

₹1,86,065.51

4Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.

4.01

By Mechanical Means : Rural Roads

7.2

Sq. m

397

₹2,858.4

Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. Rural roads

7.2

Sq. m

1,823

₹13,125.6

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

14.06

Cu. M

3,051.18

₹42,899.59

7Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :

7.01

All works upto plinth level

5.12

Cu. M

6,635

₹33,971.2