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| 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-6.0.00) |
| 2 | G.L. to 60.00 M. (NSI-6.1.01) |
| 3 | 60.00 M. to 90.00 M. (NSI-6.1.02) |
| 4 | 90.00 M. to 120.00 M. (NSI-6.1.03) |
| 5 | Supply and lowering 7mm thick screwed and socketted MS ERW Plain Pipe 300mm dia of heavy class. (NSI-6.1.05) |
| 6 | 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. (Johnson make Stainless Steel or Appolo make) (NSI-6.1.13) |
| 7 | Supply and lowering 350 mm dia 8mm wall thick MS Housing Pipe with screwed & socketed & male and femalethreads for joints etc.complete. (NSI-6.1.07) |
| 8 | Supply & Shrounding the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. (NSI-6.1.08) |
| 9 | P/F Reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. (NSI-6.1.09) |
| 10 | P/F Wall Cap suitable for 350mm dia housing pipe of 8 mm thick MS Sheet. (NSI-6.1.10) |
| 11 | S/F Bail Plug suitable for 300mm dia MS pipes. (NSI-6.1.11) |
| 12 | 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-6.1.12) |
| 13 | Making of auxilliary well for water supply for drilling purpose & refilling the same after proper completion of work. (NSI-6.1.04) |
| 14 | 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) |
| 15 | S/F Flat Cable 10 Sqmm.x3 Core Finolex make. (AOR) |
| 16 | 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) |
| 17 | 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 |
| 18 | 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. (NSI-4.3.31) |
| 19 | 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-4.3.32) |
| 20 | S/F Rubber Packing 100 mm. Dia. (NSI-4.3.34) |
| 21 | S/F Nut & Bolts 2.5''x4''' (NSI-4.1.15) |
| 22 | P/F Sluice Valve 150 mm dia Kirlosker Make 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:-1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 2602 - Spindle-Non rising: Stainless Steel AISI 4103 - Body seat/Door face-Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)4 - Rivets-Soft annealed brass5 - Spindle Nut-Gun metal : IS 318 Gr. LTB 26 - Stem Seal-Greased Hemp7 - Fasteners-Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 69 - PN 1.010 - 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 Plug11 - Painting/Coating - Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm213 - Upto 600mm dia Mannual Operated & above 600mm Gear box (Make-IVC/Kirloskar) (NSI-1.9.04) |
| 23 | 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:-1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 2602 - Hinge pin (single door)/Stub pin (multidoor type)-SS AISI 4103 - Seat & Face rings-Gun metal : IS 318 Gr. LTB 2 4 - Rivets-Soft annealed brass5 - Fasteners-Carbon steel6 - Flange Drilling-IS 1538 Table 4 & 67 - PN 1.08 - By-pass arrangement-Optional9 - Painting/Coating-Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2Make-IVC/Kirloskar) (NSI-1.10.02) |
| 24 | 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) |
| 25 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of |
| 26 | Water Wound Macadom (DSR-18, I.No.-16.13.2/P-267) |
| 27 | Bituminous Portion (DSR-18, I.No.-16.13.1/P-267) |
| 28 | 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) |
| 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 by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-18, I.No.-2.25/P-77) |
| 30 | 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-88) |
| 31 | 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) |
| 32 | 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) |
| 33 | 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-18, I.No.-6.4.1/P-108) |
| 34 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-228) |
| 35 | 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) |
| 36 | Neat cement punning. (DSR-18, I.No.-13.18/P-229) |
| 37 | White washing with lime to give an even shade on Old Work (two or more coats). (DSR-18, I.No.-13.87/P-236) |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on Old Work (one or more coats). (DSR-18, I.No.-14.45.1/P-241) |
| 39 | Finishing walls with Acrylic Smooth exterior paint of required shade Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface. (DSR-18, I.No.-13.111.1/P-238) |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade, one or more coats on Old Work. (DSR-18, I.No.-13.99/P-237) |
| 41 | Centring and shuttering i/c strutting, propping etc. and removal of form for |
| 42 | Foundation, footings, bases of columns etc. for mass concrete. (DSR-18, I.No.-5.9.1/P-96) |
| 43 | for Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-18, I.No.-5.9.5/P-96) |
| 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) |
| 45 | Steel 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) |
| 46 | 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) |
| 47 | 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) |
| 48 | 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 300 mm dia but not exceeding 600 mm dia. (DSR-18, I.No.-2.13.1.3/P-75) |
| 49 | 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) |
| 50 | 200 mm dia PVC Pipe with coupler 10 Kg/Cm2 |
| 51 | 160 mm dia PVC Pipe with coupler 10 Kg/Cm2 |
| 52 | 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) |
| 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. |
| 54 | 90 x 90 x 100 cm. (DSR-18, I.No.-18.34.1/P-339) |
| 55 | Hiring of Gas cutting set with Oxegen and LPG running time @ 6 Hrs. (NSI-10.1.06) |
| 56 | Hiring of Welding Set Running time @ 6 Hrs. (NSI-10.1.07) |
| 57 | Hire charges for D.G Set (i/c cost service of operating staff supply of lubricating oil & diesel) 50 KVA D. G. Set (NSI-10.1.03) |
| 58 | 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) |
| 59 | Hydrogeological and Geophysical investigation of the site (Resistivity Survey method) to select the most suitable point for installation of tubewell and supply of drawing and detailed report in triplicate showing the expected formation, quality of water, yield of the tubewells, also given recommendation and Technical specification of proposed tubewells and other required information related to the survey for proper completion of the work. (AOR) Please Enable Macros to View BoQ information |
