Drinking Water Supply and Sanitation Government Departments Closing in 6 days TDR #56489072

Tender For Supply, Installation And Commissioning Of Centrifugal Pumps And Reconnecting Pumping Main From Twin 800 M3 Glr, Aquem To 500 M3 Ohr , Monte In Margao.

Issued by Government Departments · goa, Goa
Tender Value
77.41 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
6 days left
EMD
1.54 Lakhs
Bank guarantee accepted
Document Fee
10000
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 And Commissioning Of Centrifugal Pumps And Reconnecting Pumping Main From Twin 800 M3 Glr, Aquem To 500 M3 Ohr , Monte In Margao.

BOQ

Name of Work:- Supply, Installation and Commissioning of Centrifugal pumps and reconnecting pumping main from twin 800 m3 GLR, Aquem to 500 m3 OHR , Monte in Margao.
Sl. No. Item Description
1Cutting 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 :;Rural Roads
2Earthwork in excavation by mechanical means (hydraulic excavation )/manual means in foundation pipelines trenches in all types of soft stratas comprising any of the materials such as soil ,silt, sand, clay ,gravels, moorum of all varietie, shingles .pebbles all types of conglomerates , laterite rocks ,ordinary rocks ,soft rocks disintegrated rocks, fissured ,shattered /decomposed rock weathered rocks and all such other materials as described under appendix A to these specification either in full or in parts as the case may be adopting any method /methods as may be convenient or permitted inclusive of chiseling, wedging etc. in all conditions such as dry ,moist , foul saturated submerged etc. and as directed by the Engineer-in-charge etc. all complete in foundation pipeline trenches /drains ( not exceeding 1.5 m in width 10sq. m. on plan) including dressing of sides, ramming of bottoms including getting out the excavated soil and disposal of surplus excavted soil for all lead and all lifts including barricading, danger lighting guarding as per direction of Engineer-in-charge .
3Supplying 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;200
4Supplying at store or site of work including railway freight carting loading and unloading stacking etc. welded Ductile Iron double flanged pipes - PN16 horizontally cast conforming to IS: 1537-1960 in Class K-9.;Barrel Length of 1.0 metres;Nominal Diameter in mm;200
5Supplying at store or site of work including railway freight carting loading and unloading stacking etc. welded Ductile Iron double flanged pipes - PN16 horizontally cast conforming to IS: 1537-1960 in Class K-9.;Barrel Length of 2.0 metres;Nominal Diameter in mm;200
6Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Double Socket Tee with Branch Flange;Nominal Diameter in mm;200x80
7Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Flanged Socket;Nominal Diameter in mm;150
8Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Flanged Socket;Nominal Diameter in mm;200
9Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Double Socket Bend 90 Degree;Nominal Diameter in mm;200
10Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Double Socket Bend 45 Degree;Nominal Diameter in mm;200
11Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.;Double Socket Bend 22.5 Degree;Nominal Diameter in mm;200
12Supplying 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
13Supplying 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;200
14Manufacturing 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;219.1
15Providing 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.
16Providing and applying primer coat or of fibres coal tar and solvent based rubber modified bituminous primer of density 0.92 gm/cu. cm. and viscosity of 1000-2000 cps @ 150 gms/Sqm followed by seven layers ( 4 mm thick ) of polythene polymerised bitumen ester of local 7 layers pipe coat 4 mm should conform to requirement of IS :10221 and AWWA C-203 for prefabricated tapes including Cost of material for coating and wrapping handling charges preparation of pipe surface all labour machinery etc. complete.
17Supplying 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
18Supplying 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;M.S.spigot tail piece suitable for connectiong M.S pipeline with C.I./D.I pipeline
19Supplying at store or site of work including railway freight carting loading unloading stacking etc. Cast Iron double flanged single door swing non-return 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;200
20Supplying 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 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. 1.6 (Class A);Nominal Diameter in mm;150
21Supplying 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 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. 1.6 (Class A);Nominal Diameter in mm;200
22Supplying at store or site of work including railway freight carting loading unloading stacking etc. Tamper proof double acting air valve conforming to AWWA C-512 with tamper proof air vents and SS:304 floats with isolating sluice valve confirming to IS:14846 flanges drilled as per IS:1538PN 1.6(Class A);Dia in mm;50
23Conveying 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.
24Conveying 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;S&S flanged/plain ended specials
25Conveying 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 including tack welding for mild steel pipes for water supply pipeline complete in all respects as per the direction of the engineer in-charge;Nominal diameter in mm;200
26Jointing 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.;200
27Making 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;150
28Making 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;200
29Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and boltsas directed by the engineer in-charge.;Nominal diamter in mm.;80
30Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and boltsas directed by the engineer in-charge.;Nominal diamter in mm.;200
31Hoisting 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.;150
32Hoisting 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
33Fixing C.I. Double orifice / Kinetic type air valve of following sizes with bronze ferrule at inlet screwed on isolating valve small orifice elastic ball resting valve small orifice elastic ball resting on small bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring inlet faced and drilled to BST \\"D\\"\\" suitable to working pressure of 10 kg/sq. cm.;Nominal diamter in mm.;50\\"
34Hoisting laying CI /DI/ MS Flanged pipes including specials in vertical position and perfect alignment in correct plumbing for RCC overhead reservoir complete in all respects as per the direction of the Engineer in charge.
35Construction of masonry chamber 90 x 90 x100 cm inside in 40kg/sq. cm laterite masonary in neatly dressed stones 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)
36Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity including the cost of hire charges of mechanical grinder diesel operated electrical generator set suitable for supplying power for the grinder for cutting cost of grinding blades skilled work force fuel etc required for completion of job as per the direction of Engineer- in -charge;Dia in mm;200
37Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns
38Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level
39Refilling 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.
40Repairs 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 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. Rural road
41Mechanized cleaning & disinfection of various capacity water storage tanks (GLR /SUMP/OHR) including mechanized high pressure cleaning by Jet spray machine, Mechanized dewatering sludge/Mud removal, vacuum, 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 800 Cum capacity.
42Cleaning the surface and filling cracks (if any) applying epoxy putty wherever necessary Providing and applying 3 coats of High performance moisture compatible corrosion resistant Food grade non toxic epoxy stearate coating (WATERSEAL) having impermeable film withstanding to hydrostatic pressure up to 5 kg/cm2 with a DFT of 250 microns on the prepared RCC surface. If there is honey combing or excessive unevenness in the surface then 10mm plaster in CM 1:3 should be applied on the entire surface followed by application of 2 coats of WATERSEAL with a DFT of 150 microns. incl. cost of scaffolding transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent.
43Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
44Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from the transit mixer to the site of laying excluding the cost of centering shuttering finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level;M-15 grade of concrete
45Providing and fixing 1 mm thick M.S. sheet garage door with frame of 40 x 40 x 6 mm angle iron 3.15 mm M.S. gusset plate at the junction and corners all necessary fitting complete including applying a priming coat of red lead paint.;Using M.S. angles 40 mm x 40 mm x 6 mm for diagonal braces.
46Providing 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.;Acrylic sheet
47Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section
48Supply, installation, testing and commissioning of Centrifugal Pump 200 m³/hr discharge @ 70 M Head.Pump details :-1) Pump Type: Split casing Pump with cast iron Fitted with Gland pack2) Pump model: DSM-100-36 3) No. Of Stages: 2 4) Application: Clear Water5) Specific gravity: 16) Capacity: 200 m³/hr7) Head: 80 Mtr.8) NPSH required / margin required : 4.26 / 0.50 m 9) Suction pressure: 0.00 / 0.00 bar.g10) Pump efficiency: 75.22 % 11) Input power: 57.94 kW12)Max. Power (KW): 70.00 kW 13) Speed (RPM): 1480 rpm14) Pump suction size: 125 mm 15) Pump delivery size: 100 mm 16) NPSHR (M): 4.7 mtr 17) Shut of head: 20.95 % 18) Stage: 2 19) Impeller dia: 357 mm 20) Frequency: 50 HzMaterial of construction: 1) Casing: Cast Iron (CI) 2) Casing Neck Ring: Cast Iron (CI)3) Impeller: Cast Iron (CI) 4) Shaft: CS 5) Sleeve: Cast Iron (CI)6) Gland: Cast Iron (CI) 7) Coupling: Pin Bush/ Tyre type.8) Base frame: M.S Fabricated.Prime mover details:1) Rating ( KW): 75KW2) Motor type: Squirrel cage induction motor3) Motor capacity (KW): 75KW4) Motor rated Speed( RPM): 1480 RPM5) No. Of poles: 46) Class of insulation: 155(F) utilized to 130(B)7) Type of enclosure: Horizontal Totally Enclosed Fan Cooled8) Degree of protection: IP55 9) Mounting arrangement: Foot Mounted10) Type of coupling: Pin Bush/ Tyre type coupling 11) Motor efficiency at full load: 75 KW/100 HP 12) Voltage: 415V13) Frequency: 50 Hz 14) Phase: 3Ph15) Motor make: Crompton/ BBL / Kirloskar Or EQUV
49Supply, installation, testing and commissioning of Compartmentalized, floor mounted indoor control panel suitable for 3nos. of 100HP Squirrel Cage Induction Motor, as per relevant IS, and confirming to IP 54 , suitable for operation on 415 volts AC, 50Hz system. The switch board shall be flush front, cable entry from bottom dust and vermin proof complete with interconnections, busbar wirings, door and covers fully gasketed The cubical should be properly derusted and painted powder coating (7 tank process) and oven process. The switch shall be constructed of 14SWG CRCA sheets and mounted on angle iron frame with following accessories.i) Mains incomer MCCB TP 500Amps 50KA ii) Compartment for three phase energy meter sealing arrangement iii) CTs 300/5Amps, 30VA, class I iv) Mains R Y B LED indication lamp set v) Analog Voltameter 0- 500V with selector Switch make L&T or equivalent in Scheider/Seimensvi) Analog Ammeter with selector switch 0- 150amps with selector Switch make L&T or equivalent in Scheider/Seimensvii) 3 phase 415V , 20 KVAR Power factor correction Capacitors ultra Heavy duty make L&T or equivalent in Scheider/Seimensviii) TP MCCB 160Amps, 50KA make L&T or equivalent in Scheider/Seimens (3 Nos.)ix) TP Power Contactor Main, Star & Delta MNX 140 in L&T or equivalent in Scheider/Seimens (9 Nos.)x) Over load Relay , MN 12 , Range 90- 150Amps (3 Nos.)xi) Electronic Y/D Timer (3 Nos.)xii) Under Voltage ,Overvoltage & Single phase preventer relay with settings. (3 Nos.)xiii) ON/OFF Push Button with ON/OFF/ Trip LED indication lamp (3 Set.)xiv) CTs 150/5Amps, 30VA, class I (3 Nos.)xv) Digital Multifunction meter with RS 485 make L&T or equivalent in Scheider/Seimens (3 Nos.)xvi)TP MCB 32Amps , 10KA , make L&T or equivalent in Scheider/Seimens (3 Nos.)xvii) SP MCB 6Amps , 10KA , make L&T or equivalent in Scheider/Seimens (3 Nos.)xviii) TP MCB 63Amps 10KA make L&T or equivalent in Scheider/Seimens (3 Nos.)
50Supply 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.;31/2 Core 185 sq.mm
51Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 120 sq.mm but not exceeding 400 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Inchargesand 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 15 cm crown on the top complete as required.;(b) In rocky strata
52Supply of 3 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 Core 70 sq.mm
53Laying 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 per Cable Trench Drawing provided by the Engineer-Inchargesand 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 15 cm crown on the top complete as required.;(b) In rocky strata
54Providing and fixing 4 mm dia copper wire on surface or in recess for loop arthing . as required
55Earthing 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
56Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt)
57Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 3 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade complete as required.;(9) 3 x 70 Sq. mm.
58Supplying and making cable end terminations with brass compression gland and copper 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.;(8) 3 1/2 x 185 Sq. mm.
59Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete.
60Wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
61Removing white or colour wash by scrapping sand papering and preparing surface smooth including necessary repairs to scratches etc. complete.
62Applying one coat of cement primer of approved brand and manufacture on wall surface.
63Removal of defective concrete cleaning the surface thoroughly applying the shotcrete mixture mechanically with compressed air under pressure comprising of cement sand coarse aggregates water and quick setting compound Centrament Rapid 640 of MC Bauchemie or Equivalent)in the proportion as per clause 2807.1. sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively water cement ratio ranging from 0.35 to 0.50 density of gunite not less than 2000 kg/cum strength not less than 25 Mpa and workmanship conforming to clause 2807.6. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56489072
AUTHORITY Government Departments
TENDER VALUE 77.41 Lakhs
LAST DATE 27-07-2026
Authority
Authority Name Department Of Drinking Water And Sanitation
Work Description Tender for Supply, Installation And Commissioning Of Centrifugal Pumps And Reconnecting Pumping Main From Twin 800 M3 Glr, Aquem To 500 M3 Ohr , Monte In Margao.
Basic Detail
Tender No DDW IV/2062/08/2026-27 line6
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 15 Jul 2026
Submission Date 27 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 77.41 Lakhs
Tender Fee 10000
EMD 1.54 Lakhs
Exemption Not Available
Document List
842ac5cd-231e-4de1-b1ac-d21c4f808b87.html
BOQ_30769.xls
Tendernotice_1 (17).pdf
Tendernotice_2 (4).pdf
Tendernotice_3 (1).pdf
Tendernotice_4.pdf

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Tender Timeline

Jul 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

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pdf

Tendernotice_1 (17).pdf

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Tendernotice_2 (4).pdf

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Tendernotice_3 (1).pdf

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