|
| 1 | Construction of Pump Room Building (size 8.20 m x 3.70 m ) 01 No. Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kind of soil |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 4 | Dumping, filling and supply of stones |
| 5 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 6 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 7 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo -Mechanically Treated bars of grade Fe-500D or more |
| 10 | Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns . |
| 11 | Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 13 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 15 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angles 40x40x6mm for diagonal braces |
| 16 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 17 | Cement plaster (in fine sand) 12mm Cement plaster of mix: 1:4 (1 cement: 4 fine sand) |
| 18 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 19 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20mm nominal size stone aggregate. |
| 20 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular) brick tiles of class designation 10.0 |
| 21 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. |
| 22 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 24 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 25 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 75 mm diametre |
| 26 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum bitumen of grade VG-10 |
| 27 | White washing with lime to give an even shade on New Work (three or more coats) |
| 28 | Making of Khuras 45x45cm with average minimum thickness thickness of 5cm cement concrete 1:2:4 over PVC sheet 1mx1mx400 micron finished with 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and cost of neat cemnt rounding of edges and making of finishing the outlet complete |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer lead upto 50 m and lift upto 1.5 m. |
| 30 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 31 | Provision of Electric fitting including under ground conduit pipes, wiring, steel boxes and switches for 04 No. light points (internal) with holder and LED bulbs and external 04 No. with halogen/ LED lights (external grade) including service line , 02 Nos. ceiling fans ( comp[lete job) |
| 32 | Carriage of sand by Mechanical Transport from source to site of work incl. loading, unloading for an avg. distance of 20 km |
| 33 | Carriage of stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking |
| 34 | Carriage of stone aggregate above 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking |
| 35 | Carriage of soling stone upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking |
| 36 | Carriage of bricks from source to site of work lead upto 15 km by Mechanical Transport incl. loading, unloading and stacking |
| 37 | Carriage of brick tile from source to site of work lead upto 15 km by Mechanical Transport incl. loading, unloading and stacking |
| 38 | Construction of boundary wall around civil structures Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils. |
| 39 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 40 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 41 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 42 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 43 | Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit |
| 44 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 45 | Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns . |
| 46 | Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand) |
| 47 | Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5mtr. |
| 48 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 49 | Painting on G.S. Sheets with with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on new work ( two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution |
| 50 | Carriage of Sand and bajri below 40 mm by Mechanical Transport from source to site of work for an av. Distance of 20 km |
| 51 | Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km |
| 52 | Carriage of Brick from klin to site of work by M.T 20 km |
| 53 | Provision for development of tube well station inclusive electrification, installation of High Mast Light of 04 Nos. , Installation of sign board (10x 8 ft.), levelling of ground and plantation, Rain Water Harvesting system around the tube well incl. providing and fixing of iron gate ( 12 x 6 ft.) |
| 54 | Toilet Complex Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 55 | Providing and laying stone soling hand packed on level incl.ramming with heavy hammers including all carriage upto site |
| 56 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 57 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 58 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 59 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 62 | S/S of Boulder/ GSB filling under rooms, floors including watering and ramming with hand rammer |
| 63 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 64 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 65 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo / Fir wood |
| 66 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, curing, fixing and finishing complete in cement mortar 1:3 (1 cement : 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick |
| 67 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws |
| 68 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 69 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete: 2 mm thick |
| 70 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 71 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 72 | Carriage of sand by Mechanical Transport from source to site of work incl. loading, unloading for an avg. distance of 35 km |
| 73 | Carriage of stone aggregate below 40 mmm nominal size, upto a lead of 15 km by Mechanical Transport incl. loading, unloading and stacking |
| 74 | Carriage of bricks from source to site of work lead upto 15 km by Mechanical Transport incl. loading, unloading and stacking |
| 75 | Sanitary Fittings and Disposal System Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE) Composite Pressure Pipes conforming to IS: 15450, U.V. stabilized with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. Elbows, tees, reducers, couplers and connectors etc.This includes testing of joints complete as per direction of the Engineer-in-charge: 2025 (25mm OD) pipe |
| 76 | 2532 (32mm OD) pipe |
| 77 | Providing and fixing PPR Unions: PPR Union 25mm |
| 78 | Providing and fixing PPR Unions: PPR Union 32mm |
| 79 | Providing and fixing of PPR gate valve with C.I. wheel of approved quality (ISI Mark) 25 mm |
| 80 | Providing and fixing of PPR gate valve with C.I. wheel of approved quality (ISI Mark) 32 mm |
| 81 | Providing and ftting of following PVC pipes & fittings of standard quality & make ( B type) Prince or equivalent incl. jointing/testing complete 100 mm dia |
| 82 | Providing and ftting of following PVC pipes & fittings of standard quality & make ( B type) Prince or equivalent incl. jointing/testing complete 75 mm dia |
| 83 | Providing and fitting PVC fittings of standard quality type Door Junction ( 100 m x 100 mm ) |
| 84 | Door Bend (75 mm x 75 mm ) |
| 85 | Floor Trap ( 100 mm ) |
| 86 | Collar 100 mm with rubber washers |
| 87 | Collar 75 mm with rubber washers |
| 88 | Gratting 75 mm size |
| 89 | Plain Bend 100 mm |
| 90 | Plain Bend 75 mm |
| 91 | Tee 100 mm |
| 92 | Reducer 100 mm to 75mm |
| 93 | Construction of brick masonary inspection Chamber (450 x 450 mm ) inside depth 600 mm in brick work in cement mortar 1:4 mix, RCC top slab with 1:2:4mix , foundation concrete in 1:4:8 mix , inside plastering 12 mm thick in cement mortar 1:3 mix with floating coat of neat cement and making channels complete, including cost of manhole frame and cover of required size of standard quality and carriage of all materials involved complete |
| 94 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 95 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 96 | Proviiding and fixing of looking mirror of superior glass ( of approved quality) rectangular size (1200x600mm) with plastic moulded frame of approved make and shade with 6 mm thick hard board backing |
| 97 | Providing and fixing 600x120x5mm glass shelf with edges round off supported on anodized aluminum angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. Complete |
| 98 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: 32 mm dia |
| 99 | Providing and fixing brass bib cock of approved quality. 20 mm nominal bore |
| 100 | Providing and fixing CP Floor Grating (100 mm ) |
| 101 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 102 | Providing and fixing PVC connection of approved brand |
| 103 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 104 | Random Rubble stone masonary laid dry including carriage of stones by MT 20 Kms |
| 105 | Pipe Works ( Providing and laying of Rising Main and Distribution System) Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kind of soil |
| 106 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 200 mm dia Ductile Iron Class K - 7 Pipes |
| 107 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost ofrubber gasket. 200 mm dia pipes |
| 108 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) G.I. pipe 80 mm nominal (L) |
| 109 | G.I. pipe 50 mm nominal |
| 110 | G.I. pipe 40 mm nominal |
| 111 | G.I. pipe 15 mm nominal |
| 112 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 113 | Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia nominal bore |
| 114 | Welding of joints including cost of rods , welding set with Gen set etc.including fabrication of mainfold (04 Nos.) |
| 115 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 116 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore |
| 117 | 50 mm nominal bore |
| 118 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 200 mm dia Class II |
| 119 | Construction of 30,000 Glns capacity OHT at Chi- Chi Mata Temple : Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 23.00 meters staging height supported on rectangular/ square columns only on \\"Turn Key Basis\\" including providing and fixing Standard pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu/ IIT/ NIT at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete) |
| 120 | Supply, Installation, Testing & Commissioning of Submersible Pumpset (KSB) Unit V 6 as per IS 8034 with latest amendments having the specification as under:-PUMP: = Suitable for well casing Discharge = 3000-5000 GPH (as per requirement) Head = 100-150m (as per requirement) Efficiency = Not less than 50% Speed = 2900 RpmType of pump : Mixed flow. Type of fluid to be handled = Ground water MATERIAL OF CONSTRUCTION: Impeller = Stainless Steel / Bronze/ chrome steel Pump Shaft = Stainless Steel SS 410. Pump Casing = Cast Iron/Stainless steelIMPELLER: Impeller is of the enclosed or semi – enclosed type and properly balanced. Enclosed Impellers equipped with seal rings on their hubs.COUPLING: A suitable coupling arrangement provided with pump set.Non Return Valve: Non Return Valve of the suitable size provided above the pump discharge case.MOTOR:- Method of starting = Star – Delta Speed = 2900 (Sync).Frequency = 50 ± 3 % Hz Working Voltage = 380-415 ± 15% V, 03 phase Efficiency =As per IS 9283 (2013) with latest amendments. Rating = Not less than 20 HPClass of insulation = F/ BSubmersible motor should be water filled, water lubricated squirrel cage type ,working on 3 phase; AC supply ranging from 380 to 415 volts, 50Hz. The motor should be sealed by radial rings to avoid mixing of well water with motora) The job includes providing and fitting of interlocking arrangement against any failure of coupling. It must be fabricated out of MS strips of suitable size and length.b) The job includes providing and fitting of appropriate size MS nipple 2 feet long threaded on one end and welded to same size MS flange of thickness (as per Table-17) at other end for 65 mm diameter column pipe as per site requirement. The threaded portion should be as per size of pumping out let for proper fixing.The job includes providing and fitting of R. I. cloth joints/rubber washers with nuts, bolts and washers for all joints of column pipe. The job also includes lowering of pumping unit in the well then proper testing and commissioning of pumping unit on full load at site.Note: Providing of test certificate & Characteristic Curve of pumping equipment is compulsory. |
| 121 | Fabrication, providing, fitting and lowering of B class column pipe conforming to IS: 1239 of length 10 Rft into the Production Well up to the desired depth; The job includes Providing and welding of flanges conforming to IS: 6392, Table-17 and PN 16 to these pipes and welding of flanges in two layers to make the flanged joint strong and leak proof. The pipe of 10 ft length is to be weld on both sides with flanges using welding rod of reputed make. The job includes all types of skilled labors, arrangement of power supply/ diesel Generator set etc required for the job including P/F of suitable size nuts bolts and R.I Gasket in the flanged joints of column pipes. The job further includes cutting of 2 No. rectangular cable slots in each flange. Any modification to the column pipes /flanges required during lowering is included in the job. Size : DN 80 Rating: PN 16 Class: B (Medium) |
| 122 | Supply, Installation, Testing and Commissioning of Ductile Iron double flanged, Slanted seat swing check valve (NRV) (PN16) as per EN 1074- Part -3 / BS 5153/IS 5312. The body shall be of ductile cast iron with fully encapsulated vulcanized EPDM rubber (Approved for drinking water). The valve shall be compatible for buried applications and shall be safe to install in both horizontal and vertical positions.It shall have electrostatic epoxy coating (approved for drinking water) both inside and outside of the valve. Cost on account of Nuts, bolts, gaskets, etc required for the job is included in the scope of work.The job includes providing and fitting of 02 Nos. M.S flanges perfectly adaptable to the inbuilt flanges of the valve which shall be fitted with Rising main of the pumping unit at appropriate spots as per site requirement. The job includes the cost on account of P/F of nuts, bolts and gasket required for the job.The Test Certificates of Check Valves (NRVs) mentioning the Material of Construction as above duly stamped by OEM shall be provided at the time of supply of materialSize: DN 80 mm Rating: PN 16 |
| 123 | Providing and fixing 100 mm dia glycerine filled Bourdon pressure gauge, range 0–25 bar, SS Bourdon tube, ½\\" BSP connection, conforming to EN 837-1 complete. |
| 124 | Providing and fixing 3\\" NB mechanical water meter/Flow meter with mechanical register, flanged type, accuracy ±2%, conforming to AWWA C700 or equivalent complete. |
| 125 | Providing and fitting of 3-Core flat submersible copper cable conforming to IS: 694 (Part 1st) – 1964 & IS: 694 (Part 2nd) - 1964 for Submersible Pumping Unit and other electrical Equipment. The cable connections terminal shall be fitted with copper thimbles of required size. The main specification of the cable is given below: Size :- 10 sqmm |
| 126 | Supply, Installation, Testing And Commissioning of, 3.5-Core, XLPE, 1.1KV and 11KV grade Armoured Aluminium Cable conforming to IS: 7098 part 1st as service line from the HT transformer to control panel including necessary thimbling, crimping, taping etc. Size: 120 sqmm, 3.5 core, LT cable |
| 127 | Fabrication of gantry mechanism by way of providing Structural steel (size to be provided by the site engineer) in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete welded. Job also includes Earth work in excavation required for installation of gantry by manual means in trenches for foundations, drains, pipes, cables etc. Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering, all work upto plinth level with 1: 2 : 4 mix (1 cement , 2 coarse sand , 4 graded stone aggregate 20 mm nominal size). Job also include making a small structure on the gantry to accommodate the electric chain pulleyNote: Steep head load accounted for the execution of the job. |
| 128 | Providing, supplying, installation, testing and commissioning of 5 Ton electrically operated chain pulley block for lifting, lowering and handling of pumps, motors and other heavy equipment in pump house/workshop, complete with motor, load chain, hook suspension, geared trolley, pendant control station, overload safety protection and all allied accessories, conforming to relevant IS/ISI standards, suitable for 415 V, 3-phase AC supply complete. Make: Reputed Capacity = 5 ton |
| 129 | Fabrication, Providing of a panel board of suitable size duly grouted in the ground and with white laminate along with angle frame. a) Bus bar Chamber: The bus bar chamber shall be fitted at the top of the panel horizontally throughout the length. There shall be 3 Nos. of phase bus bar and 1 No neutral bus bar and 1 No earthing bus bar. The bus bars shall be air insulated and made- up of high conductivity COPPER. All panel compartments shall be provided with suitable cable alley and vertical bus bar alley. Suitable segregation shall be provided in between bus bar chamber and adjoining compartments. The bus bar shall be PVC sleeved with color strips of red, yellow, blue and black and the same be arranged in accordance with IS-375 specs. Electrical clearances shall be maintained between phases, neutral and body as per standardsb) Main Circuit Breaker (Incomer MCCB): Qty. = 01 No. No. of poles = 4 Pole Current Rating =400 Amp.Rated operational voltage = 415 V + 15 % Rated frequency = 50+/-3%HzAmbient temperature = 40C˚Ultimate S.C Breaking Cap. at (415V AC, 50 Hz) =50 KA, Type of release = Thermal-MagneticOverload protection = 0.8 – 1×ln adjustable Short-circuit protection = 6-10×ln adjustable.c) Change over Switch: Qty. = 01 No. Rating =400 Amp,Type = Front operated, on load, 4 pole, 400 +15%V, 50 + 3%HzRated operational voltage = 415 V +15 % Rated frequency = 50 + 3% HzAmbient temperature = 40C˚ |
| 130 | Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer and auto phase corrector with warter level sensor along with probes suitable for operation of newly installed submersible set. The panel should be equipped with following components / features: - The panel should be fitted with 150 Amps MCCB and a set of RYB indicators at incoming side. Star delta starter. - The panel should be fitted with starter comprising of 2 no. air brake contractors, 1 No. 70 Amps for main and 1 no. 70 Amps for delta supply and 1 no. 50 Amps for star operation, 1 no. timer for changing over the supply of motor from star to delta, 2 Nos. push buttons for start and stop operation of motor. 1 No. MCB 2 Amps. for the protection of internal control wiring. Two additional contactors of 70 Amps for auto phase correction. A neat and clean internal control wiring should be made with flexible, copper cables to complete the star delta circuit of outgoing supply. Panel should be equipped with following devices and relays:a) Thermal Overload Relay – MN5 (L&T)b) Motor protection Relay Module (Siemens / L&T)c) Voltage Protection Relay (Minilec / GIC/Multispan)d) Auto Phase Correction / Sequence Relay (Minilec / Selec/GIC)e) Single Phase Prevention Relay (Minilec E27 / Selec SPR/GIC)f) Star-Delta Timer g) Digital GIC Multi-Function Timer (for Manual Start Scheduling)h) Automatic Water Level Controller – Multistage Booster Pump (Minilec / GIC/Multispan)Protection devices: - The panel should be equipped with relay which should be able to protect the motor from voltage and current related faults. Voltage related faults: - Single phasing, under voltage, over-voltage, unbalanced voltage. Current Related faults: - Over current / load, dry running, unbalanced current / load, earth leakage, short circuiting. |
| 131 | Providing, supplying, installation, testing and commissioning of standby starter make Lauritz Knudsen (L&T) MU-G30W fully automatic star-delta submersible pump controller with inbuilt single phasing prevention and water level controller/sensor arrangement for automatic operation, dry-run protection and overflow protection of pumping machinery, suitable for 30 HP pump motor, 415 V, 3-phase, 50 Hz supply, complete with contactors, relays, sensors, control wiring and all allied accessories, conforming to relevant IS/IEC standards complete |
| 132 | Providing, supplying, installation, testing and commissioning of 100 KVA servo controlled automatic voltage stabilizer, 415 V, 3-phase, copper wound, air/oil cooled, complete with digital metering, servo control unit, protection system, bypass arrangement and all allied accessories conforming to IS/ISI standards complete.Capacity : 100 KVAType : Servo Controlled Automatic Voltage StabilizerInput voltage : 190-400 V, 3-Phase, 50 HzOutput voltage: 415+-15Cooling : Oil CooledWinding : 100% Copper WoundControl : Automatic Servo Motor ControlledMetering : Digital Voltmeter & AmmeterProtection : Over/Under Voltage, Overload, Short Circuit, Single PhasingEnclosure : CRCA Sheet Steel, Powder CoatedStandards : IS/ISI marked |
| 133 | Providing and fitting of multistrand copper cable conforming to IS:694 of appropriate rating to be laid between main switch and output of voltage stabilizer after proper thimbling and crimping. Size: 35 sq mm |
| 134 | Providing and fitting of multistrand copper cable conforming to IS:694 of appropriate rating to be laid between main switch, control panel and other electrical accessories after proper thimbling and crimping. Size: 25 sq mm |
| 135 | Earthing of LT panel and stabilizer, comprising of company fabricated GI earthing electrode as per IS: 3043. The job includes Auguring of bore of required dia/depth for installation of electrode along with backfill compound mixed with soil and all other items required thereof for achieving the best result. The job includes connecting of electric gadgets through GI strip (25x3mm) as per relevant standards.Safe earthing electrode size : 80 mm dia, Length: 2000 mmBack fill compound: 30 kg |
| 136 | Illumination of Permises:Providing and erection of 9 Mtr long Hot Dip Galvanized pole ( single section ) with bottom 150mm, top 75mm wide thickness 3mm with 70 microns zinc coating having inside arrangement for providing of power connection along with the following items:1) 3 way terminal connector 20 amps.2) 3 No MCB 8 amps.job also includes fabrication , providing and fitting of three arms GI structure at the top having 120˚ angle between arms and each arm having 15˚ inclination with respect to the horizontal plane. Each arm should be of 2' length and size and shape appropiate as per requirement of the luminary.The job also includes providing and fitting of required length of flexible multi stand 2 mm2 copper for each terminal of the connector to each holding armThe pole is mounted on 1:2:4 cement concreting of size not less than 2'x2'x6' using 4 no. anchor bolts of required size not less than 6' in length. |
| 137 | Providing, installation, testing and commissioning of area lighting 100 Watt LED (Street Light Type) on top of octagonal pole. Having following specs:Input: 90-240 V 50 HzPower Factor: >0.9Colour Temperature: 4K - 6.5K Beam Angle: 120˚ - 170˚ Lumens: >12000Operating Temperature: -20˚C to 60˚CThe LED is pressure die cast aluminum housing with power coated finish and having Ingress Protection up to IP-68. The LED is properly fitted on the arm of the pole and connected to the copper wire as provided in the high mast pole |
| 138 | Providing, supplying, installation, testing and commissioning of 100 Watt solar LED light fitting for pump room illumination complete with solar PV module, charge controller, mounting structure, internal wiring and all allied accessories, suitable for automatic dusk to dawn operation, conforming to MNRE/IS specifications complete. |
| 139 | Providing, laying & fixing with adhesive/bonding material of insulation rubber mats on the floor of the pump house, covering area around the electro-mechanical machinery for safegaurding the life & limb pf the workmen due to possible leakage of the current. The mats shall be as per IS 15652:2006 and shall have following specification:Composition: Rubber (Synthetic mats for electrical purpose)Thickness: 10mm Size: 1m wideThe rubber mats shall be accepted with manufacturers test certificate. |
| 140 | Providing and supplying one steel bench of size 6'-0\\" × 3'-0\\" made of heavy-duty MS frame with suitable seating arrangement for duty personnel, painted with anti-corrosive paint complete in all respects, along with providing and supplying 02 Nos. heavy-duty plastic chairs of approved quality and make, including carriage, loading/unloading and installation complete. |
| 141 | Supply of 50 KVA silent type diesel generator set complete with diesel engine, alternator, acoustic enclosure, control panel, battery, anti-vibration pads and all standard accessories conforming to relevant IS standards.DG Set Capacity : 50 KVARated Output : 40 KWPhase : 3 PhaseVoltage : 415 VoltsFrequency : 50 HzRPM : 1500 RPMType : Silent Type / Acoustic EnclosureCooling System : Water CooledEngine Type : Diesel EngineAlternator : Brushless TypePower Factor : 0.8Starting System : Electric Self StartFuel Tank : Minimum 8 Hours BackupControl Panel : AMF/Manual Control PanelProtection : Overload, Short Circuit, Low Oil Pressure, High TemperatureStandards : ISI/BIS ApprovedMake : Cummins / Kirloskar /Mahindra Job Also includes Providing and laying PCC foundation for DG set including grouting and foundation bolts complete and Transportation, installation, testing and commissioning charges complete in all respects |
| 142 | Supply and laying of suitable copper armored cable from DG set to control panel including glands, lugs and termination. |
| 143 | Earthing of DG set with GI/Copper earth electrodes complete with earth wire and accessories. Please Enable Macros to View BoQ information |
