Drinking Water Supply and Sanitation Government Departments Closing in 3 days TDR #58149765

Tender For Urgent Work Of Providing 300 Mm Dia Tapping Point On 1200 Mm Dia M.S. Pipeline And Laying Of 160Mm Pvc-O Pipe Near Bamborda Chapel, Verna Village Of Nuvem Constituency.

Issued by Government Departments · goa, Goa
Tender Value
12.03 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
3 days left
EMD
24064
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Urgent Work Of Providing 300 Mm Dia Tapping Point On 1200 Mm Dia M.S. Pipeline And Laying Of 160Mm Pvc-O Pipe Near Bamborda Chapel, Verna Village Of Nuvem Constituency.

BOQ

Name of Work:- Urgent work of providing 300 mm dia tapping point on 1200 mm dia M.S. pipeline and laying of 160mm PVC-o pipe near Bamborda Chapel, Verna village of Nuvem Constituency.
Sl. No. Item Description
1Manufacturing and supplying at the site of work ER welded MS pipes including procurement of plates gas cutting to required size rolling tack welding assembling in suitable length to form pipe welding on automatic machine and forming v edge on both ends of pipes including hydraulic pressure test conforming to IS : 3589- 2001 grade Fe 410 in double random length of 10 to 12.2 metres in bevelled ends including freight loading & unloading mechanical crane & stacking at site etc. complete.;Size in ( OD ) in MM for 10mm thickness;323.9
2Supplying stacking at site and conveying hoisting laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting bending welding procurement of plates gas cutting to required size rolling tack welding assembling in suitable length to form special welding on automatic machine and forming V edge on both ends of special as required hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete;With 10 mm -12 mm thick plate;Tees bends reducers
3Supplying stacking at site and conveying hoisting laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting bending welding procurement of plates gas cutting to required size rolling tack welding assembling in suitable length to form special welding on automatic machine and forming V edge on both ends of special as required hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete;With 25 mm thick Plate;Flanges
4Supplying at store or site of work including railway freight carting loading unloading stacking etc. Cast iron double flanged manually operated Sluice Valve generally conforming to IS:14846 - 2000 having body door dome wedge in graded cast iron to IS:210 Gr. FG 200 min. four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2 inside screw of non-rising stainless steel AISI 410 spindle flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box and back seat bush.) etc complete TYPE P.N. 1.6 (Class A );Dia in mm;300
5Providing and making 300 mm dia tapping provision on existing 1200 mm dia M.S. pipeline near Bamborda Chapel, Verna, including excavation and dewatering, cutting of the M.S. pipeline, fixing and welding of 300 mm dia M.S. branch Pipe, and providing, fixing and installation of 300 mm dia control valve complete with flanges, collars, gaskets, nuts, bolts and allied accessories; the work further includes alignment, jointing, testing and commissioning, application of anti-corrosive coating, and restoration of the site after completion, complete with all necessary manpower, machinery, tools and equipment, as per site conditions and as directed by the Engineer-in-Charge.
6Welding in all position with minimum 3 Nos. of runs for MS pipes and specials and flanges internally and externally including gauging wherever necessary fixing appurtances and other accessories cost of water pumping arrangement and hydraulic testing etc. complete for 12mm/10mm thick M.S.plate.;Dia in mm;300
7Providing and applying with mechanical arrangement 50 mm thick gunniting of CM 1 : 3.5 ( 1 cement : 3.5 fine sand) on the external surface under 2.1 to 2.8 kg. per sq. cms. on the MS pipeline including curing handling and preparation of pipe surface cleaning by compressed air and providing and fixing BRC fabric No.14 as reinforcement labour machinery including cost of water and pumping arrangement etc. complete.;At site of work
8Providing and laying three coat of anticorrosive and anti-toxic surface coating for MS pipeline. The paint shall be applied after removing the scales and rust over the pipe by wire brush. Paint shall be applied uniformly to achieve uniform coating of average DFT of 60 microns per coat with the brush. 2nd coat shall be applied over the 1st coat after 8 hrs. the process shall be repeated for the 3rd coat. DFT for the final coat shall be 35 microns . Final surface shall be uniform and shall have total thickness of about 150 microns . The rate is inclusive of material transportation up to the site of work including labour machinery as required etc. complete . All three coats shall be of distinctive colour as approved be Engineer-in- charge.
9Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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.;All kinds of soil
10Supplying at store or site of work including freight loading unloading and stacking at site Oriented PVC (PVC-O) ring fit type pipes having orientation class 500 conforming to ISO 16422-2014and IS 16647-2017 with integral homogeneous spigot having elastomeric sealing ring made of EPDM rubber ( one per pipe) . PN 16;Size in mm -OD;160
11Supplying at store or site of work including freight transit insurance carting loading unloadingstackingetc. Ductile Iron double flanged manually operated Sluice valve generally confirming to IS 14846-2000 non rising spindle type (soft seated) resilient seated with Body Bonnet of Ductile Iron of grade GGG40 or SG 400/12 400/15 500/7 or equivalent grade as per IS 3896 part 2-1985 and subsequent revisions Wedge fully rubber lined with food grade EPDM( WRAS approved) and seals of NBR spindle stem SS/AISI 410 and having glandless operation. The valve should be vacuum tight 100% leak proof with face to face dimensions as per IS14846-2000 or BS 5163-89 or DIN 3202-F4. The valves shuld be coated with electrostatic Powder/ Epoxy Coating on both inside and outsideminimum 250 microns thickness of blue color RAL5017/5005 suitable for drinking water and shall have pocket less body passage. The flanges shall be Drilled as per IS: 1538 with latest amendments. The valve shall be supplied with Hand Wheel for operation (by-pass and gear arrangements for sizes above 400mm dia) and relevant Test & Guarantee certificates. TYPE P.N. 1.0 (Class A);Nominal Diameter in mm;150
12Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
13Conveying 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;160 mm OD
14Jointing of RING FIT PVC pipes by cleaning the pipes and hydraulic testing of joints etc. complete as directed by the engineer in-charge;Outer Diameter in mm;160
15Providing barricading for water supply / sewer trenches with wooden ballies/ bamboos of 2 m height with verticial spacing at 2 meter centre to centre and horizontal bracing at 0.6m centre to centre by forming squares of size 2m x0.6m and securing the joints of frames firmly with coir rope including fixing of cautionary sign indication board of size 0.6m x0.45mand board painted with \\" caution\\"\\" \\"\\" work in progress\\"\\" letters and an arrow for diversion all painted in reflectory paint and providing and fixing two rows of reflectory tape in red colour along the pheripery of the baricadding etc complete as per the direction of the Engineer incharge\\"
16Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.;Flanged Socket Tail piece ( Flanged Adaptors);Nominal Dia in mm;150
17Construction of Reinforcement cement concrete chamber 120x120x170cm inside with 30 cms wall thickness in Cement Concrete 1:2:4 ( 1 cement : 2coarse sand:4 graded granitic or basaltic stone aggrt. 20mm. nominal size ) including centering/shuttering and TMT steel not less than 70kg/cu.mfor sluice valves or equivalent main valves of suitable diameter with necessary excavation 15cms thick rubble packing and 10cms thick foundation concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 40 mm nominal size) and inside plastered with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and as per standard drawing (rate is inclusive of earthwork excavationand all other materials and labour as per details above excluding cost of surface chamber cover) as directed by the Engineer incharge.
18Manufacturing Fabricating supplying and fixing in position over the main valve chamber. Two/three shutter M. S. cover manufactured out of 10mm thick M.S.plate size (1.5mx1.5m)with bottom angles of size 75x75x8mm supporting parallel in the middle M.S. I beam of size 150x100 as per requirement & size of chamber with both side extended 20cm to 30cm to be fixed in the wall further supporting Diagonal angles and cross angles of size 75x75x8mm to both way perfectly hinged with 8nos of bar hinges capable to withstand heavy vehicle impact 4 nos. of handles made out of 12mm to 16mmdia bar bottom side locking arrangement for both main shutter as well a side shutter and welded 4 nos. of holdfast of L.S. 75x75x8mm to 40cm-long 4nos of bar hinges of high strength double angles and hold fast should be embedded in reinforcement concrete of 1:2:4 or richer mix incl. Transportation labour Priming coat painting etc. complete As per standard drawing.(10mm thick 1.5m x 1.5m M.S plate for surface cover for R.C.C chamber size 120cmx120cmx170cm) as directed by the Engineer in charge.
19Construction of Reinforcement cement concrete chamber 90x90x150cm inside with 30 cms wall thickness in Cement Concrete 1:2:4 ( 1 cement : 2coarse sand:4 graded granitic or basaltic stone aggrt. 20mm. nominal size ) including centering /shuttering and TMT steel not less than 70kg/cu.m for sluice valves or equivalent main valves of suitable diameter with necessary excavation 15cms thick rubble packing and 10cms thick foundation concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 40 mm nominal size) and inside plastered with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and as per standard drawing (rate is inclusive of earthwork excavationand all other materials and labour as per details above excluding cost of surface chamber cover) as directed by the Engineer in-charge.
20Manufacturing Fabricating supplying and fixing in position over the main valve chamber. Two/three shutter M. S. cover manufactured out of 10mm thick M.S.plate size (1.2mx1.2m)with bottom angles of size 65x65x6mm supporting parallel in the middle M.S. I beam of size 125x75 as per requirement & size of chamber with both side extended 20cm to 30cm to be fixed in the wall further supporting Diagonal angles and cross angles of size 65x65x6mm to both way perfectly hinged with 8nos of bar hinges capable to withstand heavy vehicle impact 4 nos. of handles made out of 12mm to 16mmdia bar bottom side locking arrangement for both main shutter as well a side shutter and welded 4 nos. of holdfast of L.S. 65x65x6mm to 40cm-long 4nos of bar hinges of high strength double angles and hold fast should be embedded in reinforcement concrete of 1:2:4 or richer mix incl. Transportation labour Priming coat painting etc. complete As per standard drawing.(10mm thick 1.2m x 1.2m M.S plate surface cover for R.C.C chamber size 90cmx90cmx150cm) as directed by the Engineer in-charge.
21Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering shuttering finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size);All works upto plinth level
22Providing Mild steel reinforcement bars of (SAIL TATA. VIZAG JSW Steel Ltd.) )(Confirming to IS 1786 of 1986) for RCC work including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
23Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.;Mechanical Compression Collar Coupling;Nominal Dia in mm;150
24Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight carting loading and unloading stacking transit insurance etc. complete Conforming to IS: 4985-2000 and bearing ISI mark Class 6 kg/cm2.;Outer Dia in mm;63
25Making connection to individual 15mm /20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of engineer -in- charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58149765
AUTHORITY Government Departments
TENDER VALUE 12.03 Lakhs
LAST DATE 30-10-2026
Authority
Authority Name Department Of Drinking Water And Sanitation
Work Description Tender for Urgent Work Of Providing 300 Mm Dia Tapping Point On 1200 Mm Dia M.S. Pipeline And Laying Of 160Mm Pvc-O Pipe Near Bamborda Chapel, Verna Village Of Nuvem Constituency.
Basic Detail
Tender No DDW IV/2062/16/2026-27 line9
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 21 Oct 2026
Submission Date 30 Oct 2026
Open Date 02 Nov 2026
Finance
Tender Value 12.03 Lakhs
Tender Fee 5000
EMD 24064
Exemption Not Available
Document List
BOQ_32868.xls
da5cf846-d79c-4094-ac1b-219cf738496c.html
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Nov 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_32868.xls

html

da5cf846-d79c-4094-ac1b-219cf738496c.html

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender