Drinking Water Supply and Sanitation Government Departments Closing in 3 days TDR #58131403

Tender For Supply Installation Testing And Commissioning Of Water Pumping Arrangement For Chandreshwar Bhootnath Temple At Gudi Paroda In Cuncolim Constituency.

Issued by Government Departments · goa, Goa
Tender Value
48.89 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
3 days left
EMD
97784
Bank guarantee accepted
Document Fee
6000
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 Supply Installation Testing And Commissioning Of Water Pumping Arrangement For Chandreshwar Bhootnath Temple At Gudi Paroda In Cuncolim Constituency.

BOQ

Name of Work:- Supply Installation Testing and commissioning of water pumping arrangement for Chandreshwar bhootnath temple at Gudi paroda in Cuncolim Constituency.
Sl. No. Item Description
1Supply, installation & commissioning of Multi stage pump motor set: Motor: C.G .L/Kirloskar K. W : 30.0 Speed : 2950 Voltage: 415, 50 hz. Pump: Wilo Mather platt / Equivalent in Kirloskar Model – RN-32 S, 13 stage Cap – 10.0 m3/hr Head – 330.0 mtrs Speed – 2950 Size – 40/32mm suction/ discharge mounting -B3Electrical classification_ IE-2 Foot mounted on base inclusive excavation, rubble packing, PCC,centering/s huttering and concret 1:1.5: 3 & accessories like packing,nut bolts, air lock removal valve 1 nos As per direction of Engineer-in charge
2Supply, installation, testing and commissioning of Indoor type LT main panel board suitable for 40 HP 2 nos motor pump sets with all accessories. The panel board is flush front compartmentaliz ed, floor mounted to allow cable entry from bottom, dust and vermin proof complete with interconne ctions and wirings, door and covers fully gasket. The panel board should be rusted and painted powder coating (7 Tank process) and oven process. Panel board made up of 16/14 SWG CRCA Sheets and mounted on suitable size MS angle frame and installed on the floor firmly using cement concrete or anchor fastener nut bolts with following accessories. a. Main incomer 150 amps 36ka, 3pole MCCB – 1 No b. Power contactor 70 amps – 4 Nos c. 50 amps – 2 Nos d. Over load relay 30 – 50 Amps range – 2 Nos e. 125 Amps 3 pole MCCB for Starter – 2 Nos f. Line indication Lamps – 3 No g. Volt meter 0 – 500 V – 1 No h. Volt meter selector switch – 1 No i. Ammeter range 0 – 100 amps – 1 No j. Ammeter selector switch – 1 No k. CTs for ammeter Ratio 100/5A - 3 Nos l. On Push button - 2 Nos m. Off push button - 2 Nos n. On indication - 2 Nos o. Off indication - 2 Nos p. Trip indication - 2 Nos q. Single phasing preventer & Dry run protectoin - 2 Nos. r. Selector switch - 2 s. Emergency Switch - 1 no.
3Supplying , Installation, Testing and Commissioning of Mobile operated starter Unit Switch for 40 HP Motor pump set
4Repair to existing panel by rewiring, termination cable work, landing etc as required. Job include Supply, installation Testing & commissioning of relay, contactor, timer, under voltage relay, over voltage relay, phase preventer, RYB indicator, selector switch, ammeter, voltmeter ,Earthing connection.
5Repairing of existing pump motor set with required motor winding work, shaft repairing /replacement, bearing replacement, lathe work of impellor, marking key ways, balancing of impellor & to make pumpset functional with performance trials
6Shifting of existing energy meter from main panel to outside room at men height, easily readable & , easily accessible
7Foundation Base frame as specified by the principle manufacturer of pump & motor
8Coupling for Pump motor set
9Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI /RCC cover having locking /Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer- Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil. c)Watering GI pipe 20mm Class B with funnel as per specs. d) Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs (min) with soft black agriculture soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g) watering arrangement(plumbing will be paid seperately ).;(b) In rocky strata
10Extra for using salt and charcoal for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt).
11Supply of 3 1/2 core armoured PVC/XLPE insulated PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS: 1554(Part I) IS:7098(Part I) with latest amendments of following size.;3 1/2 Core 70 sq.mm
12Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 25 sq.mm but not exceeding 400 sq. mm in the existing masonry open duct etc. complete as required
13Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 3 1/2 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade omplete as required.;(4) 3 1/2 x 70 Sq. mm.
14Armoured PVC/XLPE 1100 V cable 4 core 16 sq. mm copper
15Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq. mm in the existing masonry open duct etc. complete as required
16Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade complete as required.;(5) 4 x 16 Sq. mm.
17Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required
18Providing and fixing 6 SWG dia GI wire on surface or in recess for loop arthing along with existing surface/ recessed conduit/ submain wiring/ cable as required
19Steel work in built up tubular (round square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL TATA. VIZAG JSW APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete.
20Providing corrugated G.I. sheet roofing fixed with galvanized iron j or 1 hooks bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins rafter and trusses.; 0.63 mm thick sheet - 24 G
21Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in PVC casing caping with modular switch modular plates suitable size modular surface box of specified Category and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as required.;(c) Group C -- with Cat C Modular Accessories
22Supply and erecting of 18 inch (450 mm sweep) exhaust fan with double ball bearings 1400 rpm heavy duty complete with all access ories.;(a) Cat A
234 feet 36/40 W Double Decorative type Fluorescent luminaire Cat B
24Supplying and fixing suitable size modular PVC box with modular plate and cover in front on surface or in recess including providing and fixing 4 nos 3 pin 5/6 A modular socket outlet and 4 nos 5/ 6 A modular switch connection painting etc. as required. The scope of work includes alternate arrangement if required as per site conditions to provide switches and sockets seperately above and below the table respectively. (For workstations);(a) Cat A
25Labour;(Unskilled) Chowkidar Hedge cutter Mali
26Supplying at store or site of work including railway freight carting loading unloading stacking etc. Cast Iron double flanged single door swing nonreturn valve generally conforming to IS:5312 part- I having body door cover in graded cast iron to IS: 210 Gr. FG 200 body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ) hinge pin of stainless steel AISI 410 Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.6 (Class A);Dia in mm;50
27Supplying at store or site of work including freight transit insurance carting loading unloading stacking etc. Ductile Iron double flanged manually operated Sluice valve generally confirming to IS 14846- 2000 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 four faces and spindle nut of leaded gun metal of IS 318 GR LTB 2 /Al Bronze inside screw of non rising stainless steel AISI 410/420 spindle. The valves should be coated with electrostatic Powder/ Epoxy Coating on both inside and outside minimum 250 microns thickness of blue color RAL5017/5005 suitable for drinking water. 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 400 mm dia) and relevant Test & Guarantee certificates. TYPE P.N. 1.0 (Class A);Nominal dia in MM;50
28Supplying at store or site of work including freight transit insurance carting loading unloading stacking etc. Ductile Iron double flanged manually operated Sluice valve generally confirming to IS 14846-2000with 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 four faces and spindle nut of leaded gun metal of IS 318 GR LTB 2 /Al Bronze inside screw of non rising stainless steel AISI 410/420 spindle.The valves should be coated with electrostatic Powder/ Epoxy Coating on both inside and outside minimum 250 microns thickness of blue colorRAL5017/5005 suitable for drinking water. 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 400 mm dia) and relevant Test & Guarantee certificates. TYPE P.N. 1.0 (Class A);Nominal dia in MM;200
29Hoisting 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.; 200
30Supplying at store/ site of work including railway freight carting loading unloading stacking etc.galvanized mild steel continuous weld tubes conforming to IS 1239 (part I) 1975 with latest amendments screwed atboth the ends as per IS : 554 - pipe threads one and fitted with socket other end with plastic protection ring at random lengths 4 - 7 meters;Class C;Nominal Diameter in mm;50
31Conveying carefully from stack at sites 250m from both the sides rolling and lowering into trenches laying jointing G.I. Pipes with G.I Fittings of sizes given below true to line and level including fixing sockets elbows tees bends gland packing and other fittings with cutting and threading as required including hydraulic testing. etc complete.;Nominal diameter in mm;50
32Painting (two or more coats) on rain water soil waste & vent pipes and fittings with aluminium paint of approved brand and manufacture over a priming coat of ready mixed genuine red lead on new work:;50mm Diameter pipes
33Supplying 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 Vedge 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
34Supply of flanged flat Rubber gasket moulded out of EPDM rubber confirming to IS 5382 /1985 The gasket should have dual thickness 3/6 mm with a 6mm thickness at the sealing cross section. ( Rubber insertions 3mm thick conforming to IS: 6638-19 95).;Nominal Diameter in mm;50
35Supply of flanged flat Rubber gasket moulded out of EPDM rubber confirming to IS 5382 /1985 The gasket should have dual thickness 3/6 mm with a 6mm thickness at the sealing cross section. ( Rubber insertions 3mm thick conforming to IS: 6638-19 95).;Nominal Diameter in mm;200
36Supplying 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 Vedge 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
37Earthwork in excavation by manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms lift upto 1.5 m includinggetting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.;Hard soil
38Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
39Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level
40Providing and laying Autoclave Aerated cement blocks masonry (Light Weight Foam Concrete Blocks) with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M. S. bars at every third course of masonry work.
4140 mm. thick red oxide flooring under layer of 30 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) and top layer of 10 mm thick plaster of cement red oxide mix using 3.5 kg. Of red oxide of iron per 50 kg. of cement 1:3(1cement : 3 coarse sand) finished with floating coat of neat cement red oxide mix of same proportion.
42Providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the Engineer-in -charge: Openable windows and ventilators using 18 mm series shutters section.;Plain glass
43Solid PVC door frame in plain colour : Providing and fixing factory made polyvinyl chloride (PVC) Door Frame in plain colour manufactured of size 100mm x 45mm with a wall thickness of 5mm(±0. 25) made out of extruded 5mm (±0.25) thick PVC Sheet of Density 600 Kgs /Cbm Manufactured by an ISO-9000 certified Company and by joining 3nos. heat bent PVC sheet sections. The inside section of size 90x30mm shall be made from plain colour PVC sheet of 5mm(±0.25) thickness. The inside section will be covered by sticking two sections of size 30x35mm and 70x45mm made from 5mm (±0.25) thick plain PVC sheet. The frame shall be mitre cut at two corners and joined with 4nos. of 150mm long brackets of 15mm x 15mm M.S. Square tube. The two vertical door frames are to be reinforced with 40mm x 20mm M.S. tube of 19 guage through out the frame. The door frame shall be fixed to the wall using 8/100mm long M.S. Screws through the frame by using anchor fastners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufactures specification and direction of Engineerincharge.
44Solid core PVC moulded door inprelaminated colour : Providing and fixing 35mm thick factory made Moulded door shutter - Wood free consisting of frame made out of M.S. tubes of 19gauge thickness and size of 20mm x 40mm for stiles as well as top bottom & lock rail . M. S. frame shall have a coat of metal primer of approved make & manufacturer. The inside panel shall consist of 20mm thick multichamber hollow PVC section of 1mm wall thickness bonded using solvent cement / cynoacrylate adhesive with 5mm(±0.25) thick moulded PVC sheet of Density 600 Kg/cbm manufactured by an ISO- 9000 certified company . with 2 4 6 raised panel design in plain / prelam colours after routing the Moulded design on one side of the inside panel . 5mm(±0.25) plain / prelam PVC sheet to be pasted using solvent cement / cynoacrylate adhesive on other side of the Hollow PVC section. All the four edge of the panel to be sealed with lipping of 10mm thick & 20 mm wide PVC sheet baton (made by sticking 2Nos. foam PVC sheets of 5mm (±0.25) thickness using PVC solvent cement adhesive.Door edge lipping to be painted with PVC ink of matching colour of Plain/Prelam mouded PVC sheet of door .20 mm thick (5 mm x 4 nos.)thick PVC sheet to be given for lock provison at lock height . Door to be fixed with frame with 3 nos. stainless steel butthinges of size 100mm*25mm*2mm and 50mm long steel screws drilled suitable to pass through both the walls of the M.S tube.other hardwares should be fixed with 25mm*8mm size steel screws etc complete as per direction of Engineer-in-charge manufacturer’s specification and drawing.
45Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surfacetreatment etc. complete.
46Repairs to plaster in patches of 2.5 sq.m. and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50m lead.;With cement mortar 1:4 (1 cement : 4 fine sand)
47Providing M.S. ladders 50x50x6mm (2\\" x2\\"\\" x 1 /4) equal with 18 mm M.S. rods 45 cm wide for steps placed at 30 cm c/c welded including two coats of red oxide etc. complete.\\"
48100 mm width X 50 mm depth X 1.6 mm thick
49Providing and fixing of lightning conductor finial made of 25 mm dia 300 mm long copper tube having single prong at top with 85 mm dia 3 mm thick GI base plate including holes etc. complete as required
50Mechanized cleaning & disinfection of various capacity water storage tanks (GLR /SUMP/OHR) including mechanized high pressure cleaning by Jet spray machine, echanized dewatering sludge/Mud removal, vaccum, cleaning, scrapping of walls disinfectants, detergent etc. complete including all labour, hire charges of submersible pump, sludge pump, generator, jet spray machines, wet & dry vacuum cleaner., vehicle for transportation of labour & machinery etc. complete. GLR 100 Cum capacity
51Providing pressure grouting at a pressure of 5.6 kg/sqcm in required row / zigzag fashion as specifed at 1.5m interval as per the site condition to stop leakages in water retaining structures including the cost of water proofing compound hardening materials compressor necessary allied equipment sscaffolding centering shuttering and necessary platform with staging requiredalong with smooth finishing the grouted surface water tightness test as per relevant IS code with latest amendments etc in Ground level reservoir for reinforced concrete structure complete in all respects as per the direction of the Engineer in charge.
52Drilling 40mm dia holes in masonary or concrete structure with providing and fixing0.5m long G.I Pipe nozzles for pressure grouting including all material labour cost and machinery Charges etc. complete in all espects as per the direction of the Engineer -in- charge.;In Ground level reservoir.
5312mm cement plaster 1:3 (1 cement : 3 fine sand)
54Supply Installation Testing and commissioning of water pumping arrangement for Chandreshwar bhootnath temple at Gudi paroda in Cuncolim Constituency Add 10 % increase in rate as per Circular No. 3-3-05 /SSW- PWD /VI-1/2022-23/3 94, Dtd, 13.03.2023 the carriage of materials is to be done by head load due to site restrictions. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58131403
AUTHORITY Government Departments
TENDER VALUE 48.89 Lakhs
LAST DATE 30-10-2026
Authority
Authority Name Department Of Drinking Water And Sanitation
Work Description Tender for Supply Installation Testing And Commissioning Of Water Pumping Arrangement For Chandreshwar Bhootnath Temple At Gudi Paroda In Cuncolim Constituency.
Basic Detail
Tender No DDW IV/2062/16/2026-27 line4
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 19 Oct 2026
Submission Date 30 Oct 2026
Open Date 02 Nov 2026
Finance
Tender Value 48.89 Lakhs
Tender Fee 6000
EMD 97784
Exemption Not Available
Document List
9e3e982f-2629-44ff-9d17-574fb559db0a.html
BOQ_32842.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf

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Tender Timeline

Oct 19, 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

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xls

BOQ_32842.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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