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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-13) |
| 2 | G.L. to 60.00 M. |
| 3 | 60.00 M. to 90.00 M. |
| 4 | 90.00 M. to 120.00 M. |
| 5 | Supply and lowering 7mm thick screwed and socketted MS ERW Plain Pipe 300mm dia of heavy class. |
| 6 | 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. (Johnson make Stainless Steel or Appolo make) |
| 7 | Supply and lowering 350 mm dia 8mm wall thick MS Housing Pipe with screwed & socketed & male and femalethreads for joints etc.complete. |
| 8 | Supply & Shrounding the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. |
| 9 | Supply Reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. |
| 10 | P/F Wall Cap suitable for 350mm dia housing pipe of 8 mm thick MS Sheet. |
| 11 | S/F Bail Plug suitable for 300mm dia MS pipes. |
| 12 | Development of tubewell by air compressor/over pumping unit. The capacity of compressor 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 including 10 parts/million of water in colume 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. |
| 13 | Making of auxilliary well for water supply for drilling purpose & refilling the same after proper completion of work. |
| 14 | 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. |
| 15 | Dismentaling manualy/by mechanical means i/c stacking of serviceable material and disposal of unserviceble material within 50 mtr. lead of Bituminous Road. |
| 16 | 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). |
| 17 | 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 Bituminous Portion |
| 18 | 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 Water Wound Macadam. (DSR-18, I.No.-16.13.2/P-272) |
| 19 | 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. |
| 20 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-18, I.No.-2.10.1.2/P-75) |
| 21 | 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-1.4.02) |
| 22 | 200 mm dia 10 Kg/cm2 |
| 23 | S/F of M. S. Specials such as Tee, bend, collars, pipe, tail piece, M.S. pipes etc. in required thickness of MS sheet complete in all respect as per direction by the E/I. (NSI-1.7.00) |
| 24 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, i/c loading, transporting, unloading to approved municipal dumping ground or as approved by E/I, beyond 50 m initial lead, for all leads i/c all lifts involved. (DSR-18, I.No.-15.60) |
| 25 | Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. (DSR-18, I.No.-10.25.2/P-186) |
| 26 | Earth work in excavation by mechanical means (hydraulic excavater)/manual means in foundation trenches or drains (not exceeding 1.50 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-18, I.No.-2.8.1/P-74) |
| 27 | 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) |
| 28 | Cemnet concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work. SOR/305(a)/P-19 |
| 29 | M-150 Brick work in 1:4 one cement & 4 coarse sand of 2.20 F.M. motar in foundation and plint including supply of all materials. Labour and T&P etc. required for proper completion of the work (SOR/305(a)/P-19) |
| 30 | 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.). (DSR-18, I.No.-4.10/P-90) |
| 31 | Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 150 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) |
| 32 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-227) |
| 33 | 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) |
| 34 | Washed stone grit plaster on exterior walls of height upto 10 m. above level in two layers, under layer 12 mm cement plaster 1:4 (1 Cement : 4 C. Sand) furrowing the under layer with scratching tool, applying cement sullary on the under layer @ 2 Kg of cement per square meter, top layer 15 mm cement plaster 1:½:2 (1 Cement : ½ C. Sand : 2 stone chipping 10 mm nominal size) in pannels with groove alround as per approved pattern i/c scrubbing and washing, the top layer with brushes and water to expose the stone chipping, complete as per specification and direction of Engineer-in-charge (Payment for Providing grooves shall be made separately). (DSR-18, I.No.-13.72/P-228) |
| 35 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer i/c removal of wooden battens, repair to the edges of pannels and finishing the groove complete as per specification and direction of the Engineer-in-charge. 15 mm wide and 15 mm deep groove (DSR-18, I.No.-13.73.1/P-228) |
| 36 | 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-191) |
| 37 | 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. |
| 38 | 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 fittings complete i/c applying a priming coat of approved steel primer with Using M.S. angels 40x40x6 mm for diagonal braces. |
| 39 | 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 1:1½5:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 40 | 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. |
| 41 | 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. |
| 42 | 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.). |
| 43 | 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. |
| 44 | 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. |
| 45 | 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. |
| 46 | 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-214) |
| 47 | Centring and shuttering i/c strutting, propping etc. and removal of form for:- |
| 48 | Suspended floors, roofs, lending, balconies and excess plateform. |
| 49 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 50 | White washing with lime to give an even shade on New work (three or more coats). |
| 51 | 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 |
| 52 | Neat cement punning. |
| 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. |
| 54 | P/L Cement Concrete Pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and fineshed with screed board vibrator, vacuum dewatering process and finaly finished by floating, brooming with wire brush etc. complete as per specifications and direction of Engineer-in-charge. (the panel shuttering work shall be paid for separately) (Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable seperately). |
| 55 | S/F Line Shaft 3.0 m x 25 mm. |
| 56 | S/F Line Shaft 1.5 m x 25 mm. |
| 57 | S/F Top Shaft 2.20m. Long 25mm with chuck nut. |
| 58 | S/F Oil Tube heavy 'C' class 1.5 m x 40 mm |
| 59 | S/F Top Tube 40mm. Size |
| 60 | S/F Line Shaft Bearing 40mm x 25mm |
| 61 | S/F Rubber Spider 150 x 40mm |
| 62 | S/F Line Shaft Coupling 25 mm |
| 63 | S/F Oil Nut G.M. |
| 64 | S/F T.T. Nut G.M. |
| 65 | S/F Packing 150 mm. Dia. |
| 66 | S/F Nut & Bolts 2.5''x4''' (4.1.15) |
| 67 | S/F Discharge head size 150mm with T.T. Plate suitable for 40 H.P. Motor |
| 68 | S/F C. I. Head Flange 150 mm size. |
| 69 | S/F Oil Lubrication Tank with bracket. |
| 70 | S/F Side Feed Valve with screwed C.I. |
| 71 | 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. |
| 72 | S/F Column Pipe heavy 'C' class 1.50 m.x150mm. Dia 7.1 mm thickness with welded flange & suitable ribs at one end socket at other end. |
| 73 | S/F overhead line with ACSR conductor RABBIT/RECON category one poles/service bracket i/c bindng etc. complete in all respects. |
| 74 | 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. |
| 75 | 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. |
| 76 | S/L of 25mm x 3mm GI strip from each electrode directly in the ground complete in all respect. |
| 77 | Painting of the electric pole & channal with 2 coats of Aluminium paint over red oxide primer complete in all respects. |
| 78 | 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. 50 Sqmmx3½ Core. |
| 79 | 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. |
| 80 | 50 Sqmm |
| 81 | 35 Sqmm |
| 82 | 25 Sqmm |
| 83 | 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. |
| 84 | S/F Flat Cable 25 Sqmm. x 3 Core Finolex make. |
| 85 | S/f 200 Amp. 415Volts Heavy duty HRC fuse type metal clad TPN complete with HRC Fuse etc. on angle iron frame complete in all respect. |
| 86 | S/F of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP 66 Protection Complete in all respect. Cat-AA |
| 87 | S/F of Recess/Surface/Pendent mounting round 24 to 32 Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. Cat-AA |
| 88 | S/F of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT-AA |
| 89 | Wiring point for light with 1.5 sqmm. FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. |
| 90 | Wiring point for plug with 1.5 sqmm. FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. Please Enable Macros to View BoQ information |
