Goa

Financial BO

Works

Civil Works - Water Works

Improvement of water supply system by laying 160mm OD PVC Pipeline from Marcel GLR to village Khandola in Priol Constituency.

DEPARTMENT OF DRINKING WATER

Panaji | North Goa, Goa

Amount: ₹12.1 LCloses: 7 Aug 2026Closed

Timeline

Published3 Aug 2026
Closed7 Aug 2026
Technical Evaluation11 Aug 2026
Financial Evaluation11 Aug 2026
Award—

Bids

Percentage

3 Bids11 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	C.H. Enterprises L1₹9.7 LAdmitted-Finance	-20.00%	₹9.7 L	L1	Admitted-Finance
2	M/S Kadriya Constructions L1₹9.7 LAdmitted-Finance CRESENT HOUSE FF65 NEAR BY SUMIT MOUNT 5 BEHIND ST MERRY SCHOOL PONDA GOA \| NORTH GOA \| GOA \| 403001	-20.00%	₹9.7 L	L1	Admitted-Finance
3	Biju Kurian L2₹10.5 L+₹81,470.19 (8.41%)Admitted-Finance H NO FF2 95 18 4 CHINCHANT TIVIM BARDEZ GOA	-13.27%	₹10.5 L+₹81,470.19 (8.41%)	L2	Admitted-Finance

Tender Value

₹12.1 L

EMD Value

₹24,211

Closing Date

7 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer WD-I

Address

o/o Executive Engineer WD-I DDW, St. Inez, Panaji

Work Description

Improvement of water supply system by laying 160mm OD PVC Pipeline from Marcel GLR to village Khandola in Priol Constituency.

Tender Information

Tender ID

2026_DDW_30801_1

Reference Number

DDW/DI/ASW/ 12 /26-27 Line1

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

90 days

Location

Panaji

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredAnnexureA (.pdf)

RequiredForm6 (.pdf)

RequiredTenderNotice (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹24,211

Important Dates

Last Activity

11 Aug 2026

Published

3 Aug 2026

Bid Opening

10 Aug 2026

Download Starts

3 Aug 2026

Download Ends

7 Aug 2026

Submission Starts

3 Aug 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 (41 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m 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. By Manual Means :
1.01	Rural Roads	115	Sq.m	410	₹47,150
2	Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer.	324	cu.m	557.7	₹1,80,694.8
3Supplying at store or site of work including loading, unloading and stacking at site PVC (RING FIT) pipes with elastomeric sealing ring (one per pipe) and with rubber ring socket, conforming to to IS:4985-2000,and bearing ISI mark Class 6kg/sq.cm. Outer Dia in mm
3.01	i) 160 mm dia	648	Metre	777	₹5,03,496
4Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge
4.01	160 mm OD	648	Metre	7	₹4,536
5Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge Outer Diameter in mm
5.01	160 mm OD	108	Each	73	₹7,884
6Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

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 • 0.27 MB

Tendernotice_2.pdf

PDF • 0.07 MB

Tendernotice_3.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_31208.xls

BOQ • 0.31 MB

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Company

C.H. Enterprises

L1₹9.7 LAdmitted-Finance

M/S Kadriya Constructions

L1₹9.7 LAdmitted-Finance

CRESENT HOUSE FF65 NEAR BY SUMIT MOUNT 5 BEHIND ST MERRY SCHOOL PONDA GOA | NORTH GOA | GOA | 403001

Biju Kurian

L2₹10.5 L+₹81,470.19 (8.41%)Admitted-Finance

H NO FF2 95 18 4 CHINCHANT TIVIM BARDEZ GOA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m 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. By Manual Means :
1.01	Rural Roads	115	Sq.m	410	₹47,150
2	Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer.	324	cu.m	557.7	₹1,80,694.8
3Supplying at store or site of work including loading, unloading and stacking at site PVC (RING FIT) pipes with elastomeric sealing ring (one per pipe) and with rubber ring socket, conforming to to IS:4985-2000,and bearing ISI mark Class 6kg/sq.cm. Outer Dia in mm
3.01	i) 160 mm dia	648	Metre	777	₹5,03,496
4Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge
4.01	160 mm OD	648	Metre	7	₹4,536
5Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge Outer Diameter in mm
5.01	160 mm OD	108	Each	73	₹7,884
6Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m 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. By Manual Means :

1.01

Rural Roads

115

Sq.m

410

₹47,150

Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer.

324

cu.m

557.7

₹1,80,694.8

3Supplying at store or site of work including loading, unloading and stacking at site PVC (RING FIT) pipes with elastomeric sealing ring (one per pipe) and with rubber ring socket, conforming to to IS:4985-2000,and bearing ISI mark Class 6kg/sq.cm. Outer Dia in mm

3.01

i) 160 mm dia

648

Metre

777

₹5,03,496

4Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge

4.01

160 mm OD

648

Metre

₹4,536

5Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge Outer Diameter in mm

5.01

160 mm OD

108

Each

₹7,884

6Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes.