Tender For Providing Water Supply To Non-Residential And Residential Buildings Including Site Development, Parade Ground, Athletic Track And Sports Fields At Cisf 6Th Rb, Pernem Goa (Package 1) In V.P. Tuem Of Mandrem Constituency In Pernem Taluka.
Tender Overview
Project Description
Tender for Providing Water Supply To Non-Residential And Residential Buildings Including Site Development, Parade Ground, Athletic Track And Sports Fields At Cisf 6Th Rb, Pernem Goa (Package 1) In V.P. Tuem Of Mandrem Constituency In Pernem Taluka.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork 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 , 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 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 including dressing of sides, ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all lead and all lifts including barricading, danger lighting guarding as per direction of Engineer-in-charge . |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 3 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level |
| 4 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 5 | Providing & laying damp proof course 25 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone agg. 10 mm nominal size). |
| 6 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 7 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 8 | Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size);All works upto plinth level |
| 9 | Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size);In walls (any thickness) including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and structs etc. upto floor five level |
| 10 | Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size);In beams suspended floors roofs having slope upto 15° landings balconies shelves chajjas intels bands plain window sills staircases upto floor five level |
| 11 | Reinforced cement concrete work 1:2:4 (1 cement: 2 coarse sand: 4 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering shuttering & reinforcement in sloping or battering surface (slabs beams louvers etc);Where inclination to the horizontal does not exceed 30° |
| 12 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns |
| 13 | Centering & shuttering including Strutting Propping & removal of forms for :;Columns Piers Pillars Aburments Posts and struts (square rectangle polygon in plan) |
| 14 | Centering & shuttering including Strutting Propping & removal of forms for :;Sides and Soffits of beams Beam Haunchings Cantilever Girders Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 15 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (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. |
| 16 | Providing woodwork in frames of doors windows clerestory windows trusses & other frames wrought framed and fixed in positon.;Second class Indian teak wood |
| 17 | Providing and fixing 35 mm thick panelled glazed or panelled and glazed shutters for doors windows and clerestory window including black enameled iron butt hinges with necessary screws:;Second class Indian teak wood |
| 18 | Providing 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: windows with two sliding shutters using 18 mm series shutters section.;Acrylic sheet |
| 19 | Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size.;40 x 3 mm flat iron hold fast 15 cm long |
| 20 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 21 | 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) |
| 22 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 23 | Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws.;Plain grill |
| 24 | Finishing fine with neeru over plaster |
| 25 | 40 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. |
| 26 | Applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete. |
| 27 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 28 | Painting two or more coats (excluding priming coat) with ordinary ready mixed paint of approved brand & manufacture in all shades except white or green on new work to give an even shade. |
| 29 | Finishing wall with waterproofing cement paint of approved brand and manufacture and of required shade on new work (three or more coats) to give an even shade. |
| 30 | Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 31 | Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete;300 x 16 mm |
| 32 | Providing and fixing bright finished brass door latch with necessary screws etc complete;250 x 16 x 5 mm |
| 33 | Providing and fixing bright finished brass handles with necessary screws etc complete;125 mm |
| 34 | Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete;200 x 10 mm |
| 35 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 36 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level |
| 37 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand filling the joints with coarse sand etc. all complete as per the direction of Engineer.- in I Wave Rectangular Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm.;60 mm thick in all colours except grey (M35 grade) |
| 38 | Supplying 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 |
| 39 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. Double orifice type air valveas per fig DS1 with in built isolating valve smallwith SS spindle and CI protective cap confirming to IS1 4845/2000 ( wirh latest ammendments).Low pressure large orifice chamber with vulcanite coated timber ball resting on moulded rubber seating and chamber having CI cowl protection.High pressure chamber shall have rubber coated timber ball as floathaving Float guides ;and LTB or SS orifice nipple The body seat ring shall be of LTB as per IS 318 LTB2 or of SS. All nuts /bolts shall be of carbon steel of SS. The flange shall be drilled and faced as per IS1538(part 4 &6) suitable to working pressure of 10 kg /cm2 TYPE P.N. 1.0 (Class B);Dia in mm;80 |
| 40 | Supplying 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;150 |
| 41 | Supplying 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;200 |
| 42 | Supplying 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 |
| 43 | Supplying 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;200 |
| 44 | Supply 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 |
| 45 | Supplying 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 Branch Flange Tee;Nominal Dia in mm;200x200x80 |
| 46 | Supplying 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 Branch Flange Tee;Nominal Dia in mm;200x200x150 |
| 47 | Supplying 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 Branch Flange Tee;Nominal Dia in mm;200x200x200 |
| 48 | Supply 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 |
| 49 | Supply 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 |
| 50 | Supply 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 11.25 Degree;Nominal Diameter in mm;200 |
| 51 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. Cast Steel single door swing check type Reflux (non return) valve havinG body bonnet in HINGE IN GRADED CAst steel i.e. ASTM A 216 Gr WCB faced with 13% cr steel. Spindle gland sleeve SG iron body stunds. ASTM A 193 Gr. B7 body bolts ASTM A 194 Gr 2H Gasket in metallic spiral wound AISI 304 with graphite in the construction and testing of the valves will be as per BS 1868 & BS 6755 part I respectively. Flanged ends without bypass arrangements flanges drilled to IS 1538 table 4&6 or ANSI B 16.50 as per the requirement. Class 150 (Class A);Dia in mm;200 |
| 52 | Supply 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.;M.J.Collar;Nominal Diameter in mm;200 |
| 53 | Conveying 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. |
| 54 | Conveying 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 |
| 55 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM 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 |
| 56 | Hoisting 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 |
| 57 | Making 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 |
| 58 | Making 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.;All Socket branch flange Tee;Nominal Diameter in mm;200X200 |
| 59 | Cutting the bituminous road for laying the pipeline in trenches incl. labour , tools etc, & disposing the excavated excess material from the trench to a distance of 1000 meters, incl. making level the trench surface by utilising the serviciable 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 & refilling the trenches etc. complete as per the direction of engineer incharge.By manual means:Rural roads |
| 60 | Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like |
| 61 | Repairs 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 |
| 62 | Construction 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);with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 5050x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 63 | Construction of masonry chamber 60x60x75cm inside in 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 valves 50 to 80mm 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);with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 5050x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 64 | Manufacturing 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 12mm thickness;219.1 |
| 65 | Battery powered inline Ultrasonic Flow Meter; Supply and Commission installation & successful testing of Battery powered, inline ultrasonic flow meter confirming to ISO - 17025 working on following conditions & specifications, calibration, inspection, testing, training along with accredited flow ring certificate of compliance with guarantee period of 12 months, suitable for maximum working pressure of 16 kg /sq.cm.; 200mm diaWorking Condition & Specifications ;1) Fluid suitability :- Raw, turbid and muddy water with aquatic lives like fish and floating material/clear, cold chlorinated water.2) Operating pressure :- 0 to 16 kg/cm23) Pipe line diameter (D.I/C.I/M.S with or without cement mortar lining,&non-metallic pipes):- 50 mm to 500 mm4) Water temperature :- 10 to 50 deg. C5) Accuracy :- +1% of reading6) Display :- Alphanumeric LCD display for flow rate &totalizer7) Logger capacity :- Hourly record for 1 year/Daily record for 5 years8) communication :- RS 2329) Ingress protection : IP 6710) Material of sensor : Stainless steel/Epoxy11) Battery Type :- Li-SOCL212) Battery life : Two years minimum, five years maximum13) Ingress Protection : IP-6714) Connectivity :- Facility for GSM connectivity should be available inbuilt |
| 66 | Remote Monitoring System for data acquisition/date transfer & alert SMS/Warning based on GSM technology with complete hardware like wireless communication device, HART cables, necessary software system1) GSM/GPRS modem shall be installed in conjunction with ultrasonic flowmeter Picosonic at various location at NMC2) Successful contractor has to study the serial protocol of Picosonic flowmeter for feasibility3) while executing contract performance of present system shall not be hampered4) Successful contractor has to arrange demonstration of his system within 8 days from notice5) GSM/GPRS modem shall be installed in conjunction with ultrasonic flowmeter Picosonic at various location at NMC6) Successful contractor has to study the serial protocol of Picosonic flowmeter for feasibility7) while executing contract performance of present system shall not be hampered8) Successful contractor has to arrange demonstration of his system within 8 days from notice9) GSM/GPRS system shall send SMS to Central Monitoring room or Central Monitoring rooms with user predefined frequency 1Hr-24Hr.10) GSM/GPRS system shall send SMS to min 3 cell nos.with user predefined frequency 1Hr-24Hr. With additions to central Monitoring room. 11) GSM/GPRS system shall send SMS to min 1 cell no in predefined alarm condition such as high flow rate, low flow rate |
| 67 | 12) GSM/GPRS system shall work at least 12 hours in absence of electric supply13) Successful contractor has to carry out survey of necessary strength of RF signal for proper functioning of system14) Successful contractor has to give location wise suitability of service provider;200mm dia |
| 68 | Additional / Optional Accessories :;Sensor / Transmitter cable;3 x 0.38 mm 2 PVC cable with common braided copper shield(7 mm dia) and individually shielded cores. With empty pipe detection 9 EPD 4 x 0.38 mm 2 PVC cable with common braided copper shield (7 mm dia) and individually shielded cores Conductor resistant. |
| 69 | Additional / Optional Accessories :;Coil Cable;3 x 0.75 mm 2 PVC cable with common braided copper shield (7 mm dia) - Conductor resistance :=37 Ohm/km. - Capacitance : core / core shield grounded : = 120 pF/m Permanent operating temperature : 20... +80 Deg.C |
| 70 | Additional / Optional Accessories :;Pressure Transmitter Cable;3 x 0.75 mm 2 PVC cable with common braided copper shield (7mm dia) - Conductor resistance :37 Ohm/km. - Capacitance: core/core shield grounded: =120 pF/m Permanent operating temperature : 20...+80 deg.C |
| 71 | Additional / Optional Accessories :;GI duct of 50 mm with suitable rating;For laying underground with all the necessary fitting joints etc for housing the cables between sensor and transmitter. The cable shall be installed in a suitable GI duct to minimize the risk of damage during excavation. All cable laid at a minimum depth. |
| 72 | Supply installation testing and commissioning of Pumping unit with following specification Pump : - Multistage Pump with Bronze Impeller & Gland pack Pump Model: - RKB-65/19 H-9 stage Make - Kirloskar suitable for Total Head - 135 Mtr Flow : - 50m3/hr Efficiency : - 69% BKW :- 26.36KW RPM : -1480 Suc/Del Nozzle size : - 80mm/65mm Recommended Suc/Del Pipeline :- 125mm/150mm Cast Iron Fitted with Bronze Impeller & Gland pack With M.s. Fabricated base Frame suitable for above pump & 37 KW Motor with Tyre type coupling, coupling guard Foundation Bolts with Nuts & pressure guage for delivery & suctin with suitable cement concrete Foundation 1:2:4 Motor - Horizontal Totally Enclosed Fan cooled Foot Mounted F class Insulation Squirrel cage induction motor 37KW / 50 HP, 1480 RPM 415V, 3Ph 50 Hz IP - 55 Protection Make : - Kirloskar / Crompton / ABB/ BBL or EQUV |
| 73 | Fabricated Panel suitable for 37 KW Pumpset Powder coating size800 x 1500 x 300 with following acessories1. Incomer SFU 160 A (L&T) 2. Indicating lamp (Red/Yellow/ Blue) Sumo 3. CT 100/5 Amp amol 4. Multifuction Meter (L&T) 5. Energy meter 6. 37 KW Starter7. Contractor 70 A (L&T) 8. OLR (L&T) 9. Timer Reputed 10. Aux contact block (L&T) 11. Indicating Lamp (Red/Green) sumo 12. Contractor terminal 13. Push button 14. Capacitor Duty contractor KVAR (L&T) 15. 30 KVAR Metalized polypropylene heavy duty aluminium can capacitor 16. Polycab/ KEI/Finolex make Armoured Cable 70 sq.mm 3 1/2 core aluminium From meter to panel17. Cable 35 sq.mm 3 1/2 core aluminium from panel to motor18. Earthing pit |
| 74 | Supply installation testing and commissioning of Pumping unit with following specificationPump : - Monoblock PumpsetPump Model: - KDS-1555 Make - Kirloskar suitable for 11KW/15 HP 2880 RPM 415V. 3ph 50 HZTotal Head - 48 Mtr Flow : - 50m3/hrSuc/Del Nozzle size : - 80mm/65mmRecommended Suc/Del Pipeline :- 150mm/150mmCast Iron Fitted with mech. SealControl panel suitable for 11 KW/15 HP 2 nos. Pumpset with L & T Star delta Starter indicating lamp, Push Button, Capacitor Bank cable from panel to motor Please Enable Macros to View BoQ information |
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