Daman & Diu

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Civil Works - Others

Shifting of M.S Feeder Pipeline at Vadchowki and New D.I. Pipeline at Ghelwad Falia, Dabhel, Nani Daman. (E-11760)

Daman District

Daman District | Daman, The Dadra And Nagar Haveli And Daman And Diu

Amount: ₹86.9 LCloses: 3 Oct 20265d left

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹86.9 L

EMD Value

₹1.7 L

Closing Date

3 Oct 2026, 2:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer, PWD, WD-I, Daman

Address

O/o the Ex. Eng., P.W.D., 2nd floor Multi office complex, near Veg. Market, Moti Daman.

Work Description

Shifting of M.S Feeder Pipeline at Vadchowki and New D.I. Pipeline at Ghelwad Falia, Dabhel, Nani Daman. (E-11760)

Tender Information

Tender ID

2026_DAMAN_4989_1

Reference Number

79/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

240 days

Location

Daman District

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

The Executive Engineer, PWD, WD-I, Daman

EMD Fee Amount

₹1.7 L

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item WiseBoQ_Ver4.0INR

BoQ1 (35 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Items:
1.01	Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata specified. In all sorts of soil and soft murrum. Upto 1.50 mt depth.	3,324	M3	-	-
1.02	Removing of existing pipeline incl. removal of specials, valves jointing material including arting and stacking of removed material from site of work to the department store as directed excl. excavation and refilling of following diameters. (i) 600 mm dia M.S pipe	550	Rmt	-	-
1.03	300 mm DI K-7	150	Rmt	-	-
1.04	250 mm DI K-7	100	Rmt	-	-
1.05	150 mm G.I Pipe	120	Rmt	-	-
1.06	Refilling the pipeline trenches incl ramming, watering, consolidating disposal of surplus stuff as directed within a radius of 3 km. Refilling as directed.	2,972.3	M3	-	-
1.07	Lowering, laying and jointing C.I. S & S spun pipes suitable for Tyton joints/ Mortar lined D.I. pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. complete. 100 mm DI K-7	900	Rmt	-	-
1.08	250 mm DI K-7	100	Rmt	-	-
1.09	300 mm DI K-7	150	Rmt	-	-

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 • 25.13 MB

Work Item Documents

BOQ_5159.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Items:
1.01	Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata specified. In all sorts of soil and soft murrum. Upto 1.50 mt depth.	3,324	M3	-	-
1.02	Removing of existing pipeline incl. removal of specials, valves jointing material including arting and stacking of removed material from site of work to the department store as directed excl. excavation and refilling of following diameters. (i) 600 mm dia M.S pipe	550	Rmt	-	-
1.03	300 mm DI K-7	150	Rmt	-	-
1.04	250 mm DI K-7	100	Rmt	-	-
1.05	150 mm G.I Pipe	120	Rmt	-	-
1.06	Refilling the pipeline trenches incl ramming, watering, consolidating disposal of surplus stuff as directed within a radius of 3 km. Refilling as directed.	2,972.3	M3	-	-
1.07	Lowering, laying and jointing C.I. S & S spun pipes suitable for Tyton joints/ Mortar lined D.I. pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. complete. 100 mm DI K-7	900	Rmt	-	-
1.08	250 mm DI K-7	100	Rmt	-	-
1.09	300 mm DI K-7	150	Rmt	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Items:

1.01

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata specified. In all sorts of soil and soft murrum. Upto 1.50 mt depth.

3,324

1.02

Removing of existing pipeline incl. removal of specials, valves jointing material including arting and stacking of removed material from site of work to the department store as directed excl. excavation and refilling of following diameters. (i) 600 mm dia M.S pipe

550

Rmt

1.03

300 mm DI K-7

150

Rmt

1.04

250 mm DI K-7

100

Rmt

1.05

150 mm G.I Pipe

120

Rmt

1.06

Refilling the pipeline trenches incl ramming, watering, consolidating disposal of surplus stuff as directed within a radius of 3 km. Refilling as directed.

2,972.3

1.07

Lowering, laying and jointing C.I. S & S spun pipes suitable for Tyton joints/ Mortar lined D.I. pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. complete. 100 mm DI K-7

900

Rmt

1.08

250 mm DI K-7

100

Rmt

1.09

300 mm DI K-7

150

Rmt