Drinking Water Supply and Sanitation Government Departments Closing in 5 days TDR #57442072

Tender For Urgent Shifting Of Existing 3 Inches Gi Pipeline Near Durgamata Temple At Zuarinagar In Vp Sancoale In Cortalim Constituency.

Issued by Government Departments · goa, Goa
Tender Value
13.18 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
5 days left
EMD
26362
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 Shifting Of Existing 3 Inches Gi Pipeline Near Durgamata Temple At Zuarinagar In Vp Sancoale In Cortalim Constituency.

BOQ

Name of Work:- Urgent shifting of existing 3 inches GI pipeline near Durgamata Temple at Zuarinagar in VP Sancoale in Cortalim Constituency.
Sl. No. Item Description
1Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR) CI compression glands and coated MS Nuts bolts.;Double socket 90 degree Bends.;Nominal Dia in mm;100
2Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR) CI compression glands and coated MS Nuts bolts.;All Socket Tee;Nominal Dia in mm;150x150x100
3Supplying 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;100
4Supplying 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;100
5Supplying at store or site of work including railway freight carting loading and unloading stacking etc. Centrifugally cast (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 .;Nominal Diameter in mm;100
6Supplying 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 gland in graded cast iron to IS:210 Gr. FG 200Min. 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) TYPE P.N. 1.0 (Class A);Nominal Diameter in mm;100
7Cutting 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.;By Manual Means :;District Road, State highways, National highway and roads of similar standards
8Earthwork 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;All types of Ordinary rock including all types of laterite rock blasting prohibited
9Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying and jointing true to line and level and perfect linking of joints;Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
10Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket oil soft soap and hydraulic testing of jointing as per IS:3144-1985;Nominal diamter in mm.;100
11Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the jointsfor pushon tight joints including the cost of work force tools hydraulic testing of joints etc complete as per the direction of the engineer in-charge.;Double socketed specials such as bends collar couplings etc;Nominal Diameter in mm;100
12Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the jointsfor pushon tight joints including the cost of work force tools hydraulic testing of joints etc complete as per the direction of the engineer in-charge.;All Socket Tee;Nominal Diameter in mm;150x100
13Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the jointsfor pushon tight joints and including the cost of rubber ring nut bolts for flanged joint including the cost of work force tools hydraulic testing of joints etc complete as per the direction of the engineer in-charge.;Flanged Socket;100
14Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I;Nominal diamter in mm.;100
15Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm 120 mm 150 mm and 200mm dia with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below);Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size)
16Refilling 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.
17Repairs 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 0.42m and making good the road surface by providing laying rollling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each, tack coat and open graded premix carpet of 20mm thickness as per specifications mentioned in item nos 14086, 14093, 14051 & 14068 of road GSR respectively, complete as per the direction of the engineer incharge. a) District Road, State highway, National highway and roads of similar standards.
18Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. single large orifice air valve ( fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B);Dia in mm;25
19Supplying 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.;Dia in mm;100
20Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :;25 mm nominal bore .
21Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mmcompleteas directed by the engineer in-chargeof following sizes.;Nominal diamter in mm.;25 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57442072
AUTHORITY Government Departments
TENDER VALUE 13.18 Lakhs
LAST DATE 21-09-2026
Authority
Authority Name Department Of Drinking Water And Sanitation
Work Description Tender for Urgent Shifting Of Existing 3 Inches Gi Pipeline Near Durgamata Temple At Zuarinagar In Vp Sancoale In Cortalim Constituency.
Basic Detail
Tender No DDW IV/2062/14/2026-27 line1
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 10 Sep 2026
Submission Date 21 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 13.18 Lakhs
Tender Fee 5000
EMD 26362
Exemption Not Available
Document List
6a5535a9-6e2a-42f3-985e-f4dc8714544c.html
BOQ_32107.xls
Tendernotice_1 (26).pdf
Tendernotice_2 (4).pdf
Tendernotice_3 (1).pdf
Tendernotice_4.pdf

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Tender Timeline

Sep 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

6a5535a9-6e2a-42f3-985e-f4dc8714544c.html

xls

BOQ_32107.xls

pdf

Tendernotice_1 (26).pdf

pdf

Tendernotice_2 (4).pdf

pdf

Tendernotice_3 (1).pdf

pdf

Tendernotice_4.pdf

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