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Strenghtening Of Water Supply ( Construction Of Two New Tube Wells For Network Sector-121 And 122 ) Noida, NOIDA-Uttar Pradesh

New Okhla Industrial Development Authority-NOIDA has published Strenghtening Of Water Supply ( Construction Of Two New Tube Wells For Network Sector-121 And 122 ) Noida. Submission Date for this Tender is 30-06-2021. Tube Well Tenders in NOIDA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28228934
Strenghtening Of Water Supply ( Construction Of Two New Tube Wells For Network Sector-121 And 122 ) Noida
Open Tender
Indian
Uttar Pradesh
NOIDA
30-06-2021

Tender Details

Strenghtening Of Water Supply ( Construction Of Two New Tube Wells For Network Sector-121 And 122 ) Noida

Key Value

Document Fees
INR 2832 /-
EMD
INR 174100.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Strengthening of Water Supply (C/o Two New Tube Wells for Network-121 & 122) Noida.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Boring/Drilling bore well of 600 mm dia for casing/ strainer pipe by suitable method prescribed in IS:2800 (Part-I) i/c collecting samples from diffrent strata, preparing and submitting strata chart/bore log i/c hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of E/I, upto 90 mtr. depth below ground level. Rocky strata i/c boulders. (rate taken after manipulate DSR-13) (NSI-4.8.00) 1.10) G.L. to 60.00 M. (NSI-4.8.01) 120 Mtr.
2 1.02 60.00 M. to 90.00 M. (NSI-4.8.02) 60 Mtr.
3 1.03 90.00 M. to 120.00 M. (NSI-4.8.03) 40 Mtr.
4 2 Supply and lowering 7mm thick screwed and socketted MS ERW Plain Pipe 300mm dia of heavy class. (NSI-4.8.05) 30 Mtr.
5 3 Electrica Residence Welded (ERW) Stainless Steel Cage Type V wire wound screens shall be continuous trapezoidal wire spirally wound around fabricated cage. The screen must consist 'V' shaped (wedge) profile wire of various dimension, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring couplings at either end as per IS:8110-2000 with latest amendments and material specification as per AISI (American Iron and Steel Inst.) Type 304 grade SS-304, 300 mm dia pipe 8.0 mm thickness and 1.00 mm slot size with stainless Steel Socket of 300 mm dia Pipe. (AOR) (Johnson make Stainless Steel or Appolo make) 64 Mtr.
6 4 Supply and lowering 350 mm dia 8mm wall thick MS Housing Pipe with screwed & socketed & male and femalethreads for joints etc.complete. (NSI-4.8.07) 90 Mtr.
7 5 Supply & Shrounding the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. (NSI-4.8.08) 120 Cum.
8 6 P/F Reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. (NSI-4.8.09) 2 Nos.
9 7 P/F Wall Cap suitable for 350mm dia housing pipe of 8 mm thick MS Sheet. (NSI-4.8.10) 2 Nos.
10 8 S/F Bail Plug suitable for 300mm dia MS pipes. (NSI-4.8.11) 2 Nos.
11 9 Development of tubewell by air compressor having capacity of 350 cfm at ....... /over pumping unit having capacity of compressure should be such that D/o may be done ........ Development of Well. (NSI-4.8.12) 2 Job.
12 10 Making of auxilliary well for water supply for drilling purpose & refilling the same after proper completion of work. (NSI-4.8.04) 2 Job.
13 11 Earth work in excavation by mechanical means (hydraulic excavater)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. in all kind of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR-16, I.No.-2.8.1/P-76) 48 Cum.
14 12 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 & watering, lead upto 50 m and lift upto 1.5 m. (DSR-16, I.No.-2.25/P-79) 48 Cum.
15 13 P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-16, I.No.-4.1.8/P-88) 21 Cum.
16 14 Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-6.1.1/P-111) 28 Cum.
17 15 P/L Damp Proof Course 50mm thick with cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-16, I.No.-4.11/P-90) 7 Sqm.
18 16 Applying a coat of residual petroleum bitumen of Grade of VG-10 of approved quality using 1.7 Kg/Sqm. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-16, I.No.-4.13/P-90) 7 Sqm.
19 17 Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-6.4.1/P-111) 27 Cum.
20 18 6 mm cement plaster of mix 1:3 (1 Cement : 3 F. Sand). (DSR-16, I.No.-13.16.1/P-228) 40 Sqm.
21 19 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-13.4.1/P-227) 123 Sqm.
22 20 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-13.5.1/P-227) 136 Sqm.
23 21 Neat cement punning. (DSR-16, I.No.-13.18/P-228) 24 Sqm.
24 22 Rough cast plaster upto 10 meter height above ground level with a mixture of Sand and gravel of crushed stone from 6 mm to 10.0 mm n.s. dashed over and i/c the fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 Cement : 4 C. Sand) and top layer 10 mm cement plaster 1:3 (1 Cement : 3 F. Sand) mixed with 10% finaly grounded hydrated lime by volume of cement with ordenary cement finish using ordinary cement. (DSR-16, I.No.-13.19.1/P-228) 142 Sqm.
25 23 Cement Concrete Flooring 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone aggregate) finished with a floating coat of neat cement i/c cement slurry, but excluding the cost of nosing of steps etc. complete of 40 mm thick with 20 mm nominal size stone agg. (DSR-16, I.No.-11.3.1/P-191) 28 Sqm.
26 24 Cement Plaster Skirting upto 30 cm height with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement 18 mm thick. (DSR-16, I.No.-11.6.1/P-191) 4 Sqm.
27 25 Supplying and filling in plinth with Jamuna Sand under floor i/c watering, ramming, consolidating and dressing complete. (DSR-16, I.No.-2.27/P-80) 14 Cum.
28 26 Structual Steel work in single section fixed with or without connecting plate i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-16, I.No.-10.1/P-182) 333.61 Kgs.
29 27 P/F factory made ISI marked steel glazed doors, windows & ventilators Side/Top/Centre Hung with beading and all member such as F7D, F4B, K11B & K12B etc. complete of standerd rooled steel section, joints mitered and flash but welded and sash bars tenoned and rivated i/c P/F hinges, pivots i/c priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (Section weight of only steel members shall be measured for payment) fixing with 15x3mm lugs 10cm long, ambeded in cement concrete blocks 15x10x10cm of cement concrete1:3:6 (1 Cement : 3 C. Sand : 6 stone agg 20 mm n.s.). (DSR-16, I.No.-10.11.1/P-183) 30 Kgs.
30 28 P/F T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded i/c fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer fixing with 15x3mm lugs 10cm long embedded in cement concrete block 15x10x10cm of cement concrete 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg. 20 mm n.s.). (DSR-16, I.No.-10.13.1/P-183) 40 Kgs.
31 29 P/F 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm. M.S. gusset plates at the junctions and corners, all necessary ffittings complete i/c applying a priming coat of approved steel primer with using flats 30x6 mm for diagonal braces and central cross peice. (DSR-16, I.No.-10.5.2/P-182) 4 Sqm.
32 30 Centring and shuttering i/c strutting, propping etc. and removal of form for:- 30.01) Suspended floors, roofs, lending, balconies and excess plateform. (DSR-16, I.No.-5.9.3/P-98) 40 Sqm.
33 30.02 Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-16, I.No.-5.9.5/P-98) 6 Sqm.
34 31 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 Cement : 1½ C. Sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR-16, I.No.-5.3/P-97) 6 Cum.
35 32 P/L in position specified grade of Reinforced Cement Concrete excluding the cost of centring and shuttering, finishing & reinforcment, all work up to plinth level in 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-16, I.No.-5.1.3/P-97) 4 Cum.
36 33 Reinforcement for R.C.C. work i/c straightening, cutting, bending, placing in position and binding all complete upto plinth level in cold twisted bars. (DSR-16, I. No.-5.22.3/P-100) 785 Kgs.
37 34 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on New Work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR-16, I.No.-13.62.1/P-233) 18 Sqm.
38 35 Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade on New Work (two or more coats applied @ 1.43 ltr/10 Sqm. over and i/c priming coat of exterior primer applied @ 2.20 kg/10 Sqm.). (DSR-16, I.No.-13.47.1/P-231) 543 Sqm.
39 36 Painting top of roofs with bitumen of approved quality @ 17 Kg/10 Sqm. impregnated with a coat of coarse sand at 60 cudm per 10 Sqm. i/c cleaning the slab surface with brushes and finally with piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10. (DSR-16, I.No.-12.15.1/P-210) 36 Sqm.
40 37 10 cm 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 @ 35 Kg/cum of earth and gobri leaping with mix 1:1 (1 Clay : 1 Cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 Cement : 3 F. Sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat with comman burnt clay F.P.S. (non modular) bricks tile of class designation 10 (DSR-16, I.No.-12.16.1/P-210) 28 Sqm.
41 38 Providing gola 75x75 mm. in Cement Concrete 1:2:4 (1 Cement : 2 C. Sand : 4 stone aggregate 10 mm and down gauge) i/c finishing with cement mortat 1:3 (1 Cement : 3 F.Sand) as per standard design in 75x75mm deep chase. (DSR-16, I.No.-12.21.1/P-211) 30 Mtr
42 39 Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Cement : C. Sand : 4 graded stone) agg. of 20mm n.s.) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 Cement : C. Sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. (DSR-16, I.No.-12.22/P-211) 4 Nos.
43 40 P/F on wall face unplasticised-Rigid PVC rain water pipes conforming to IS:13592 Type 'A' i/c jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion of single socketed pipes of 110 mm dia. (DSR-16, I.No.-12.41.2/P-213) 6 Mtr.
44 41 P/F on wall face unplasticised-PVC moulded fittings/accessories for unplasticised-Rigid PVC rain water pipes conforming to IS:13592 Type A i/c jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. Bend 87.50-110 mm dia. (DSR-16, I.No.-12.42.5.2/P-214) 4 Nos.
45 42 P/F unplasticised-PVC Pipe Clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS Screws of required length i/c cutting brick work and fixing in cement mortar 1:4 (1 Cement : 4 C Sand) and making good the wall etc. complete of 110 mm. (DSR-16, I.No.-12.43.2/P-214) 2 Nos.
46 43 White washing with lime to give an even shade on New work (three or more coats). (DSR-16, I.No.-13.37.1/P-230) 36 Sqm.
47 44 Making Plinth Protection 50 mm thick of Cement Concrete 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg. 20 mm n.s.) over 75 mm bed of dry brick ballast 40 mm n.s. well rammed and consolidated and grouted with F. Sand i/c finishing the top smooth. (DSR-16, I.No.-4.17/P-90) 64 Sqm.
48 45 P/F M.S. grill of required patern in frames of windows etc. with M.S. flats, square or round bars etc. i/c priming coat with approved steel primer all complete fixed to steel windows by welding. (DSR-16, I.No-9.48.1/P-152) 100 Kgs.
49 46 Cement Concrete Pavement 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) i/c finishing complete. (DSR-16, I.No.-11.7/P-191) 10 Sqm.
50 47 P/F M. S. Specials such as Tee, bend, collars, Tapers, Gap pieces, i/c Flange Ends as required, painting, cutting, welding as per site requirment of M.S. Pipes thickness etc. complete in all respect as per direction by the E/I. (NSI-1.7.00) 670 Kgs.
51 48 Dismentaling manualy/by mechanical means i/c stacking of serviceable material and disposal of unserviceble material within 50 mtr. lead of Bituminous Road. (DSR-18, I.No.-15.43.2/P-261) 30 Sqm.
52 49 Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18, I.No.-15.2.1/P-258) 2 Cum.
53 50 Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.50 m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-18, I.No.-2.10.1.2/P-75) 570 Rm.
54 51 P/L S&S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS:8329. (DSR-18, I.No.-18.72/P-345) 51.01) 150 mm dia Ductile Iron Class K-7 pipes 300 Rm.
55 51.02 200 mm dia Ductile Iron Class K-7 pipes 270 Rm.
56 52 P/F Sluice Valve shall generally confirm to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-\n1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260\n2 - Spindle-Non rising: Stainless Steel AISI 410\n3 - Body seat/Door face-Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)\n4 - Rivets-Soft annealed brass\n5 - Spindle Nut-Gun metal : IS 318 Gr. LTB 2\n6 - Stem Seal-Greased Hemp\n7 - Fasteners-Carbon steel\n8 - Flange Drilling - IS 1538 Table 4 & 6\n9 - PN 1.0\n10 - Accessories (400 mm and above)-Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug\n11 - Painting/Coating - Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)\n12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2\n13 - Upto 600mm dia Mannual Operated & above 600mm Gear box (Make-IVC/Kirloskar) (NSI-1.10.00) 52.01) 150 mm dia Kirloskar make (NSI-1.10.04) 1 Nos.
57 52.02 200 mm dia Kirloskar make (NSI-1.10.07) 1 Nos.
58 53 Construction brick masonary chamber in brick work in cement mortar 1:4 (1 Cement : 4 C. Sand) for sluice valve with CI surface box 100 mm top dia, 160 mm bottam dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) necessary excavation, foundation concrete 1:5:10 (1 Cement : 5 F. Sand : 10 graded stone agg. 40 mm n.s.) and inside plastering with cement mortar 1:3 (1 Cement : 3 C. Sand) 12 mm thick finished with a coat of neat cement complete as per standard design with comman burnt clay FPS bricks (non modular) bricks of class designation 100 of size 90 x 90 x 100 cm. (DSR-18, I.No.-18.34.1/P-339) 2 Nos.
59 54 P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.3/P-88) 5 Cum.
60 55 S/F Line Shaft 3.0 m x 25 mm. (NSI-3.5.05) 26 Nos.
61 56 S/F Line Shaft 1.5 m x 25 mm. (NSI-3.5.06) 2 Nos.
62 57 S/F Top Shaft 2.20m. Long 25mm with chuck nut. (NSI-3.5.07) 2 Nos.
63 58 S/F Oil Tube heavy 'C' class 1.5 m x 40 mm (NSI-3.5.08) 54 Nos.
64 59 S/F Top Tube 40mm. Size (NSI-3.5.09) 2 Nos.
65 60 S/F Line Shaft Bearing 40mm x 25mm (NSI-3.5.10) 54 Nos.
66 61 S/F Rubber Spider 150 x 40mm (NSI-3.5.11) 56 Nos.
67 62 S/F Line Shaft Coupling 25 mm (NSI-3.5.14) 28 Nos.
68 63 S/F Oil Nut G.M. (NSI-3.5.12) 2 Nos.
69 64 S/F T.T. Nut G.M. (NSI-3.5.13) 2 Nos.
70 65 S/F Rubber Packing 100 mm. Dia. (AOR) 28 Nos.
71 66 S/F Nut & Bolts 2.5''x4''' (3.5.15) 64 Kgs.
72 67 S/F Discharge head size 150mm x 150mm with T.T. Plate suitable for 40 H.P. Motor (NSI-3.5.01) 2 Nos.
73 68 S/F C. I. Head Flange 150 mm dia size. (NSI-3.5.04) 2 Nos.
74 69 S/F Oil Lubrication Tank with bracket. (NSI-3.5.02) 2 Nos.
75 70 S/F Side Feed Valve with screwed C.I. (NSI-3.5.03) 2 Nos.
76 71 S/F Column Pipe heavy 'C' class 3.0 m.x150mm. Dia 7.1 mm thickness with welded flange & suitableribs at both end male & female. (NSI-3.5.17) 26 Nos.
77 72 S/F Column Pipe heavy 'C' class 1.50 m.x100mm. Dia 7.1 mm thickness with welded flange & suitable ribs at one end socket at otherend. (NSI-3.5.18) 4 Nos.
78 73 S/F V.T. Pump Bowl Assembly 6 stages having Bronze impellers and SS Shaft of 150x25 mm Suitable for 1600 LPM discharge at 80m. head oil lubricated type as per ISS 1710. (NSI-3.6.15) 2 Nos.
79 74 Supply & Fixing 40 H.P. Kirlosker make Vertical Hollow Shaft Motor suitable for 400/440 volts 3 phase 50 Hz A.C. supply 1440 RPM providing with non reversable rachet to check reverse rotation. (NSI-153) 2 Nos.
80 75 P/L Flanged C.I. standard specials such as Tees, bends, collars, tappers, caps etc. suitable for flanged jointing as per IS:1538 Up to 300 mm dia. (DSR-16, I.No.-18.26.1/P-329) 0.94 Qtl.
81 76 P/F 150 mm dia Sluice Valve shall generally confirm to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-\n1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260\n2 - Spindle-Non rising: Stainless Steel AISI 410\n3 - Body seat/Door face-Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)\n4 - Rivets-Soft annealed brass\n5 - Spindle Nut-Gun metal : IS 318 Gr. LTB 2\n6 - Stem Seal-Greased Hemp\n7 - Fasteners-Carbon steel\n8 - Flange Drilling - IS 1538 Table 4 & 6\n9 - PN 1.0\n10 - Accessories (400 mm and above)-Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug\n11 - Painting/Coating - Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)\n12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2\n13 - Upto 600mm dia Mannual Operated & above 600mm Gear box (Make-IVC/Kirloskar) (NSI-1.10.00) 4 Nos.
82 77 P/F 150 mm dia Reflex Valve shall confirm to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-\n1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260\n2 - Hinge pin (single door)/Stub pin (multidoor type)-SS AISI 410\n3 - Seat & Face rings-Gun metal : IS 318 Gr. LTB 2 \n4 - Rivets-Soft annealed brass\n5 - Fasteners-Carbon steel\n6 - Flange Drilling-IS 1538 Table 4 & 6\n7 - PN 1.0\n8 - By-pass arrangement-Optional\n9 - Painting/Coating-Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)\n10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2\nMake-IVC/Kirloskar) (NSI-1.11.00) 2 Nos.
83 78 S/F of fully Automatic Control panel Starter for 50 H.P. non clog submersible/V.T. Pump sets with following features No-volt, Under-voltage protection, Electronic Overload protection, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter and indicating lamps as per directions of E/I. (Make: Contractor-L&T (3 nos.), MCCB-L&T (1 nos.), Timer-L&T (2 nos.), VPD-Softhard/Minilec (1 nos.), MPD-Softhard/Minilec (1 nos.), WLC/Seal Moniter-Pumpcare/Kishor (1 nos.), Control Transformer & Auto Transformer-Pioneer/Electracare (1 nos.), WTR-Minilec (1 nos.), C.T.-A.E. (3 nos.), Auto/Manual switch-Salzer (1 nos.). 2 Nos.
84 79 Supply & Fixing Flat Cable 25 Sqmm. x 3 Core Finolex make. (NSI-209) 80 Mtr.
85 80 S/F of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tap and making connection etc. complete in all respect as per direction of E/I. (PS. No.-504)\n25 mm 12 Nos.
86 81 Supply and burying of 40mm dia x 4.5meters long G.I. pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled upto 2 mtr from the bottom complete with earthing lead of No.6 to 8 SWG GI wire in GI pipe upto apron switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect as per drawing. (PS No.-701) 4 Nos.
87 82 S/F of steel tubular pole 11.0 Mtrs. Designated 410-SP-56 in 1:3:6 cement concrete graded stone aggregate of 40 mm n.s. & foundation i/c excavation, back filling complete in all respects as per direction of E/I at site. (UPREC-18, S.No.-13, P-30) 12 Nos.
88 83 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 10.0 m & upto 12.0 mtr. (DSR-18, I.No.-11.3.4, P-39) 12 Nos.
89 84 Supplying of Dropper Channel Iron 100 mm x 50 mm x 6 mm cross arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc i/c drilling of holes for insulator pins etc (as per drawing) and painting with primer and inished paint as required. (DSR-2018, I.No.-12.11/P-41) UPERC P-30 S.No.-12 14 Nos.
90 85 S/F overhead line with ACSR conductor RABBIT/RECON category one poles/service bracket i/c binding etc. complete in all respects. (PS No.-627) 160 Kgs.
91 86 Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required. (DSR-18, I.No.-13.10, P-45) 12 Nos.
92 87 Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required. (DSR-18, I.No.-13.10, P-45) 12 Nos.
93 88 S/F of earth elctrode for lighting conductor of 600mm x 600mm x 6mm GI plate vertically with its top at least 3.0m below ground level complete with 20mm GI pipe for watering funnel, 30 cm square C.I. Box with cover masonary housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per direction of E/I. (PS No.-706) 8 Nos.
94 89 S/L of 25mm x 3mm GI strip from each electrode directly in the ground complete in all respect. (PS No.-716) 60 Mtr.
95 90 Painting of the electric pole & channal with 2 coats of Aluminium paint over red oxide primer complete in all respects. (PS No.-634) 12 Job
96 91 S/F of 11 KV TPMO Relco/Rama make 9 nos. insulator of Jai shree/BHEL make complete in all respects as per direction of E/I. (UPREC-18, S.No.-13, P-45) 2 Set
97 92 S/F of out door type 11 KV fuse set Ralco/Rama make with insulator Jai shree/BHEL make complete in all respects as per direction of E/I. (AOR) 2 Set
98 93 S/L of Al. conductor PVC insulated armoured served, sheathed cable 1100 V grade at a depth of below ground level over a cushion of 75mm below ground level over a cushion of 75mm thick sand alround protected with burnt brick on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by E/I complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (PS No.-501) 92.01 a) 50 Sqmm. 3½ Core. 100 Mtr.
99 94 S/F of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tap and making connection etc. complete in all respect as per direction of E/I. (PS. No.-504) 94.01) 50 Sqmm 12 Nos.
100 94.02 35 Sqmm 4 Nos.
101 95 S/F of 200 Amp. 415 V Heavy duty double break HRC fuse type metal clad TPN complete with HRC fuse etc. on angle iron frame complete in all respects Cat 'A'. (PS No.- 347) 2 Nos.
102 96 S/F of stayset atleast 3.50 mtr. away from the pole complete with glavanised 19mm dia x 1.80m long stay rod, 30cm x 30cm x 6.3mm anchor plate, thimble stay clamp, stay insulator, 19mm x 600 mm double screw tightener, 7/3.5mm GI stay wire etc. in 1:3:6 cement concrete complete in all respects. (PS No.-631) 8 Nos.
103 97 S/F of straight MS channel 50x100 mm (9.2 Kg.) 1.15 m.long i/c S/E of suitable clamp made of M.S. flat 50x6 mm all nut & bolts fixing on pole. (DSR-18, I.No.-12.11, P-41) 6 Nos.
104 98 Supply, errection, testing and commissioning of 63 KVA aluminium wound out door type distribution transformer Paramax/PM/LD Power make on double pole structure duly complete connection with existing TPMO etc. as per direction of E/I. This job will also included the arrangment for inspection by Asstt. Electrical Inspector Govt. of U.P. i/c inspection fees etc. complete in all respect. (UPREC-18, S.No.-03, P-51) 2 Nos.
105 99 S/F of 36 Watt to 46 Watt Recess mounting LED Square Fitting for Armstrong Ceiling having Powder Coated die cast aluminium housing with heat sink and diffuser of Polycarbonate meterial and driver set complete in all respect. Cat-AA (PS No.-1406) 4 Nos.
106 100 S/F of Recess/Surface/Pendent mounting round 6 Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. Cat-AAA (PS No.-1401) 2 Nos.
107 101 Wiring point for light with 1.5 sqmm FR PVC inslulated multistrand single core copper conducter cable as earth wire drawn inside the conduit in heavy gauge PVC conduit pipe in the wall parrtily concealed in wall & partialy laid in slab along with the reinforcement before concreting complete with 14 SWG copper earth continuity wire and piano type switch & celling rose/angle/batten holder on 3mm. thick phenolick laminated backelite sheet etc. complete in all respects, as directed, i/c matching colour wash. (PS No.138C) 2 Nos.
108 102 Wiring point for Plug with 1.5 sqmm FR PVC inslulated multistrand single core copper conducter cable as earth wire drawn inside the conduit in heavy gauge PVC conduit pipe in the wall parrtily concealed in wall & partialy laid in slab along with the reinforcement before conrceting, complete with 14 SWG copper earth continuity wire and piano type switch & socket etc. complete in all respects, as directed, i/c matching colour wash. (PSNo.-141C) 4 Nos.
109 103 Wiring point for H.V.M.V./Sodium Vapour lamp with 1.5 sqmm FR PVC inslulated multistrand single core copper conducter cable as earth wire drawn inside the conduit in heavy gauge PVC conduit pipe in the wall parrtily concealed in wall & partialy laid in slab along with the reinforcement before conrceting, complete with 14 SWG copper earth continuity wire and piano type switch etc. complete in all respects, as directed, i/c matching colour wash. (PSNo.-143C) 4 Nos.
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