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| 1 | Part - A (Erection of New Boring)Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level. Rocky strata including Boulders. (Rate taken after manipulate DSR-13 rate) |
| 2 | 600 mm dia Rate for 0 to 60.00 meter depth |
| 3 | 600 mm dia Rate for 60 to 90.00 meter depth |
| 4 | 600 mm dia Rate for 90 to 120.00 meter depth |
| 5 | Making of auxilliary well for water supply for drilling purpose water etc. refilling the same after proper completion of work. |
| 6 | Supply and lowering 7mm thick screwed and socketted MS ERW M.S. Pipe 300mm dia of heavy class. |
| 7 | Electric Resistance Welded (ERW) Stainless steel cage type V wire wound screens shall be of continuous trapezoidal wire spirally wound around fabricated eage. The screen must eonsist 'V' shaped (wedge) profile wire of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestriected bore wthich are in turn welded into cylindtrical ring couplings at either end as per IS : 8110-2000 with latest amendments and material specification as per AISI (Americal iron and steel Inst.) Type 304 Grade SS-304, 300mm dia pipe 8.00mm Thickness and 1.00mm Slot size. With stainless steel socket of 300mm (Johnson Make Stainless Steel or Applo Make) |
| 8 | Supply and lowering 350 mm dia 8mm wall thick MS housing pipe with screwed & socketed & male and femalethreads for joints etc.complete |
| 9 | Supply, Lowering & Showing the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. |
| 10 | P/F reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. |
| 11 | P/F wall cap suitable for 350mm dia ERW 8 mm thick housing pipe |
| 12 | S/F bail plug suitable for 300mm dia MS pipes. |
| 13 | Development of tubewell by air compressor having capacity of 350 cfm at ……../over pumping unit the capacity of compressor should be such that D/o may be done ……… Development of well. |
| 14 | Part - B (C/o Foundation and Room & Making Connection) |
| 15 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including 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 excavating only after getting permission of Engineer-in-Charge. All kinds of soil Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 16 | P/L S&S CI standard special such tee, bend,collors, tappers caps etc. suitable for flanged jointing as per IS:1538 Up to 300 mm dia. |
| 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:-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 boxMake-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 18 | P/F 150 mm dia Reflex Valve upto 600mm 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-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 19 | P/F M.S. specials such as Tee, Bend, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of exavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. 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 excavating only after getting permission of Engineer-in-Charge. All kinds of soil. |
| 21 | 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. |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 23 | Brick work with F.P.S. bricks of class designation 150 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). |
| 24 | P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 12.5mm n.s.). |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 26 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 27 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 28 | Neat cement punning. |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 30 | P/L in position specified grade of reinforced cement concrete excluding the cost of centring and shuttering, finishing & reinforcmen, all work up to plinth level in 1:1½:3 (1 Cement : 1.5 C. Sand : 3 graded stone agg. 20 mm n.s.). |
| 31 | Supplying and laying of following site DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part ii complete with fitting and cutting.jointing etc in the existing trench complete as required.90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 32 | Hydrological and Geophycial investigigation of the site (Resistivity Survey Method) select the most suitable point for installation of tubewell and supply of drawing and detailed report of tripilate showing the expoected formation, quality of water yield of teh tubewell also given recommendation and technical specification of proposed tubewells and other required information related to be survey for proper. (Depth upto 120.0 Meter.) |
| 33 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.sand and aggregate derived from natural sources. Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC.\\" All works upto plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 36 | Providing and laying 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 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 37 | Part - C Errection of Pumping Plant |
| 38 | Supply & Fixing Column Pipe heavy 'C' class 3.00 m.x100mm. Dia with Flanged at both ends duly welded with four no. ribs & suitable ribs at both end male & female |
| 39 | Supply & Fixing Column Pipe heavy 'C' class 1.50 m.x100mm. dia with Flanged at both ends duly welded with four no. ribs & suitable ribs at both end male & female |
| 40 | Supply and Fixing of Electromagnetic water flow meter with 5 digit LCD display, SS 304 Grade pipe, Electrod SS 316 Grade, accuracy +/- 0.5%, 10 digit totalizer, flow pressure upto: 0.3 m/s to 10 m/s, alarm: empty pipe detection, input supply: 230 V AC, output: 4-20 mA, Line pressure : 15kg/cm2 with complete fitting as per required Accessories for 150 mm dia pipe used as per direction of E/I. |
| 41 | Supply & Fixing Flat Cable 35 Sqmm. 3 Core Finolex make. |
| 42 | S/L of aluminium conductor PVC insulated armoured served, sheathed cable 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm 3½ core |
| 43 | 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'. |
| 44 | Part - D Electrical Work |
| 45 | S/L of 3 core standered aluminium conductor XLPE (cross linked polythene) insulated PVC bedded, Galvanised flat steel strip aroured cable confirming to IS : 7098 (Part-II with latest amendmrnts) 11 KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand alround and protected with well burnt bricks on sides and on top put across. The armourning of cable shall be properly connected with earth conductor by clamps etc......70 sqmm 3 core |
| 46 | Supply & fixing steel tubular pole 9.50 Meter long designated 410 SP-37 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respects. |
| 47 | Supplying af two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) double pole cross arm for three wire 11KV over head line conductors complete with through bolts and nuts for clamping to the poles, 50 mm X 6 mm MS. flats welded an one side to the channel iron and with bolts and nuts on the other side for tying the cross arms together, including drilling holes for insulator pins/ fittings, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required. |
| 48 | Supplying and erection of a set of cross bracing FRame work for 11KV over head line double pole structure having four members fabricated out of 50 mm X 50 mm X 6 mm angle iron to form a rectangle of minimum size 1400 mm width X 2500 mm height, complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts and nuts etc (as per drawing) and painting with primer and finish paint as required. |
| 49 | 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. |
| 50 | 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. |
| 51 | S/F of 11 KV disc insulator 70 KN and fitting B&S heavy duty with clamp of cross arm fixed on HT pole of BHEL/Jai Shree/WS/PR make. |
| 52 | S/F of 11 KV pin insulator of BHEL/Jai Shree on cross arm fixed on HT pole i/c all T&P. |
| 53 | Supply and burying of 600 x 600 x 6mm Copper plate vertically for earthing with its top at least 3 m below ground level complete with 20mm GI pipe and funnel for watering and one earthing lead of One no. 8 to 10 SWG Copper wire in 15 mm dia GI pipe up to switch board (from appron to switch board the cost of GI pipe and Copper wire will be extra) 30cm. square C.I. frame with hinged cover masonary housing alternate layers of charcoal/coak and salt at least 150mm thick alround etc. complete in all respect. |
| 54 | Supply & laying 35mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respect |
| 55 | S/F of plain 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. |
| 56 | 50 Sqmm |
| 57 | 120 Sqmm |
| 58 | Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required…..70 sq.mm |
| 59 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required…..70 sq.mm |
| 60 | S/F of 100 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on on angle iron bracket complete in all respects. |
| 61 | 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'. Please Enable Macros to View BoQ information |
