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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-Finance L 411 HOUSING BOARD COLONY DAVORLIM NAVELIM SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹13.5 L | L1 | Accepted-Finance being single and quoted lowest |
| 2 | Rejected-Technical E 103 1ST FLOOR SALDANHA BUSINESS TOWERS ALTO MAPUSA GOA | ALTO MAPUSA | GOA | - | - | Rejected-Technical Submitted experience certificates are not for similar nature of work. |
Tender Value
₹16.9 L
EMD Value
₹33,793
Closing Date
13 Mar 2026, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer WD IV DDW Murida Fatorda. Mobile No. 9271144509
Supplying Installation testing and Commissioning 40 HP pump 2 Nos and allied works at pump house to 500 cu m OHR in Betalbatim village of Nuvem Constituency
2026_DDW_28056_1
DDW IV/2062/15/2025-26 line6
Open Tender
Electrical Works
Percentage
180 days
nuvem
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹33,793
23 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Supplying, erecting, testing and commissioning of Kirloskar make horizontal split case pump 50 x 65mm suction/delivery, suitable for head of 35 meters and discharge of 200 cu.m./hr coupled to Kirloskar make 40HP/30KW foot mounted on separate base plate duly aligned inclusive of foundation. (Foundationwork includes excavation, rubble packing, P. C. C.,centering and plain concrete 1:11/2:3) and accessories like coupling, coupling guard, foundation bolts, pressure guage - 3Nos., etc. and air lock removal valve - 2 Nos. as per direction of engineer incharge.
Removal of existing panel board and two pump and two motor including disconnection of power supply. Removal of existing suction and discharge pipe and demolition of foundation concrete.
Armoured PVC/XLPE 1100 V cable 3 1/2 core 50 sq.mm aluminium.
Earthing 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 1.0x 1.0 x 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 ).;(a) In soily strata.
Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt)
Supplying and laying 8 SWG copper wire at 0.5 m below ground level for conductor earth electrode including soldering etc. as required.
Supplying 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 complete as required.;(2) 3 1/2 x 35 Sq. mm.
Supplying 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 complete as required.;(4) 3 1/2 x 70 Sq. mm.
Laying 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 120 sq. mm direct in ground including excavation in the form of a trench as perCable Trench Drawing provided by the Engineer-Incharges and cushioning with screened sand bed of 20mm thick protective covering with bricks placed breadth-wise on top of cable all over the run(the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15cm crown on the top complete as required.; (a In soily strata.
Supplying 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.
Supplying 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.
Supplying 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 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 waterand shall have pocket less body passage. The flangesshall 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. 1.6 (Class A);Nominal Diameter in mm;80.
Supplying at store or site of work including railway freight carting loading unloading stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B);Dia in mm;80
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