Strengthening Of Water Supply ( Reboring Of Tube Well No . -1/67 And 2/67 ) , Noida . ( Erection Of New Boring , S/F Pumping Plant , Making Foundation , C/O Pump House , P/L Rising Main And Connection For Tube Well ) .

Tender Notice

28228889
Strengthening Of Water Supply ( Reboring Of Tube Well No . -1/67 And 2/67 ) , Noida . ( Erection Of New Boring , S/F Pumping Plant , Making Foundation , C/O Pump House , P/L Rising Main And Connection For Tube Well ) .
Indian
Uttar Pradesh
17-06-2021
23-06-2021
24-06-2021

Tender Details

Strengthening Of Water Supply ( Reboring Of Tube Well No . -1/67 And 2/67 ) , Noida . ( Erection Of New Boring , S/F Pumping Plant , Making Foundation , C/O Pump House , P/L Rising Main And Connection For Tube Well ) .

Key Value

Document Fees
INR 2832 /-
EMD
INR 159700.00 /-
Tender Value
Refer document

BOQ Items

Name of Work: Strengthening of Water Supply (Reboring of Tube Well No.-1/67 & 2/67), Noida. (Erection of New Boring, S/F Pumping Plant, Making Foundation, C/o Pump House, P/L Rising Main & Connection for Tube Well).
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-18) (NSI-4.8.00) 1.01) G.L. to 60.00 M. (NSI-4.8.01) 120 Mtr.
2 1.01 60.00 M. to 90.00 M. (NSI-4.8.02) 60 Mtr.
3 1.02 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 trManagerzoidal wire spirally wound around fabricated cage. The screen must consist 'V' shManagerd (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) 72 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) 72 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) 110 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/over pumping unit having capacity of 350 cfm should be such depresed water level 10 Mtr. or as may be approved by the E/I so as to get average Yield of about 6000 LPM and making water reasonable sand free i/c 10 parts/million of water in volume within 15 minutes. The period of development by air compressor may be 100 hrs. may be stop earlier if required by the E/I or development of well as above by O.P. Unit. (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 S/F of Submersible Motor & Pump having multi stage pump with bronze immpellers, stainless steel shaft closed grained CI stage casing and non return valve. The pump will be directly coupled to a wet type submersible motor having bronze bearing bushes, PVC insulated winding, a thrust bearing axial to with stand vertical lead. The motor runs at 2900 RPM and is suitable to operate at 415 volts, rowing cool, clean drinking water two stage 20 HP with 3.0 meter 3 core flat PVC submersible cable make CRI/KSB/Crompton Greaves or equivalent (AOR) 2 No.
14 12 Supply & Fixing Flat Cable 10 Sqmm. x 3 Core Finolex make. (NSI-208) 300 Mtr.
15 13 S/F of fully Automatic Control panel Starter for 20 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: MNX 40 Contractor-L&T (3 nos.), MCB 63 Amp-L&T (1 nos.), Star Delta Starter 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.). (AOR) 2 Nos.
16 14 S/L of Al. conductor PVC insulated armoured served, sheathed cable 1100 V grade at a depth of 750 mm 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) 50 Sqmm 3½ core 60 Mtr.
17 15 S/F Column Pipe heavy 'C' class 3.0 m.x100mm. Dia 7.1 mm thickness with welded flange & suitableribs at both end male & female. (AOR) 30 Nos.
18 16 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. (AOR) 4 Nos.
19 17 P/F 150 mm dia Sluice Valve shall generally conform 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-1.10.04) 4 Nos.
20 18 P/F Reflex Valve 150mm dia shall conform 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-1.11.02) 2 Nos.
21 19 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.
22 20 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) 20 Sqm.
23 21 Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed 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-18, I.No.-2.6.1/P-74) 76 Cum.
24 22 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-18, I.No.-2.25/P-77) 76 Cum.
25 23 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-18, I.No.-4.1.8/P-86) 18 Cum.
26 24 P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.3/P-86) 8 Cum.
27 25 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-18, I.No.-6.1.1/P-108) 48 Cum.
28 26 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-18, I.No.-4.11/P-88) 4 Sqm.
29 27 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-18, I.No.-4.13/P-88) 4 Sqm.
30 28 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 shManagers and size in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-6.4.1/P-108) 13 Cum.
31 29 6 mm cement plaster of mix 1:3 (1 Cement : 3 F. Sand). (DSR-18, I.No.-13.16.1/P-228) 22 Sqm.
32 30 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-228) 210 Sqm.
33 31 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.5.1/P-228) 38 Sqm.
34 32 Neat cement punning. (DSR-18, I.No.-13.18/P-229) 112 Sqm.
35 33 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-18, I.No.-13.19.1/P-229) 75 Sqm.
36 34 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-18, I.No.-11.3.1/P-193) 16 Sqm.
37 35 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-18, I.No.-11.6.1/P-193) 2 Sqm.
38 36 Supplying and filling in plinth with Sand under floor i/c watering, ramming, consolidating and dressing complete. (DSR-18, I.No.-2.27/P-80) 7 Cum.
39 37 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-18, I.No.-10.11.1/P-184) 15 Kgs.
40 38 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-18, I.No.-10.13.1/P-184) 20 Kgs.
41 39 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-18, I.No.-10.5.2/P-183) 2 Sqm.
42 40 White washing with lime to give an even shade on 40.01) Old Work (two or more coats). (DSR-18, I.No.-13.87/P-236) 52 Sqm.
43 40.02 on New work (three or more coats). (DSR-18, I.No.-13.37.1/P-231) 20 Sqm.
44 41 Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade 41.01) on Old Work (two or more coats applied @ 1.43 ltr/10 Sqm. over existing cement paint surface). (DSR-18, I.No.-13.112.1/P-239) 175 Sqm.
45 41.02 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-18, I.No.-13.47.1/P-232) 398 Sqm.
46 42 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade, one or more coats 42.01) on Old Work. (DSR-18, I.No.-13.99.1/P-237) 65 Sqm.
47 42.02 on New Work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Two or more coat. (DSR-18, I.No.-13.62.1/P-234) 37 Sqm.
48 43 Centring and shuttering i/c strutting, propping etc. and removal of form for 43.01) Foundation, footings, bases of columns etc. for mass concrete. (DSR-18, I.No.-5.9.1/P-96) 7 Sqm.
49 43.02 for Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-18, I.No.-5.9.5/P-96) 5 Sqm.
50 43.03 Suspended floors, roofs, lending, balconies and excess plateform. (DSR-18, I.No.-5.9.3/P-96) 22 Sqm.
51 44 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-18, I.No.-5.3/P-95) 5 Cum.
52 45 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-18, I. No.-5.22.3/P-98) 294 Kgs.
53 46 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-18, I.No.-12.15.1/P-212) 20 Sqm.
54 47 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-18, I.No.-12.16.1/P-213) 16 Sqm.
55 48 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-18, I.No.-12.21.1/P-213) 16 Mtr
56 49 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-18, I.No.-12.22/P-213) 2 Nos.
57 50 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-18, I.No.-12.41.2/P-216) 3 Mtr.
58 51 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-18, I.No.-12.42.5.2/P-216) 2 Nos.
59 52 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-18, I.No.-12.43.2/P-216) 1 Nos.
60 53 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-18, I.No-9.48.1/P-153) 50 Kgs.
61 54 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-18, I.No.-4.17/P-88) 25 Sqm.
62 55 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-18, I.No.-10.1/P-183) 1552 Kg.
63 56 P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.2/P-86) 1 Cum.
64 57 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) 780 Rm.
65 58 P/L following size of PVC pipes 10 Kg/Cm2 & special ISI mark and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making upto length and making joints complete. PVC Pipe must be confermed IS:4985-2000 with latest amendment. Finolex/Kisan/Supreme Make (NSI-1.4) 58.01) 200 mm dia PVC Pipe with coupler 10 Kg/Cm2 30 Rm.
66 59 P/L S&S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS:8329. (DSR-18, I.No.-18.72/P-345) 59.01) 150 mm dia Ductile Iron Class K-7 pipes 180 Rm.
67 59.02 200 mm dia Ductile Iron Class K-7 pipes 570 Rm.
68 60 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) 2541 Kgs.
69 61 Making Hut with 3 mm. thick M.S. Sheet and welded with 40 x 40 x 6 mm angle and 50 x 50 x 6 mm angle iron size M.S. fencing jali with locking arrengment complete i/c painting with synthetic enamle paint over primer two or more coat after that hut is to be fixed at site of work in position and grouted bolts as per direction of E/I. (AOR) 1 Nos.
70 62 S/F of Electromagnetic Water Flow Meter with 5 digit LCD Display, SS-304 grade Pipe, Electrod SS-316 grade, accuracy +/-0.50%, Ten Digit totalizer, Flow Pressure upto 0.30 m/s to 10 m/s, alarm empty pipe detection, input supply 230 V AC, Output 4-20 mA, Line Pressure 15 Kg/cm2 with complete fitting as per required accessories for 150 mm dia pipe used as per direction of E/I. (AOR) 2 Nos.
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