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| 1 | CONSTRUCTION OF TUBE WELL |
| 2 | Construction of Tube-well from ground levels and upto 100 mtr depth and above to accommodate housing and assembly pipe in all type of unconsolidated formation such as pebbles, boulders,collapsible formation etc by Odex drilling method as per IS:2800(part1 &2) 1979 as amended upto date the work include lowering of housing pipe and strainer pipe assembly and casing shoe but including cost of casing shoe and excluding cost of the casing pipe. The work would be completed after obtaining sand free water. Nominal bore 200 mmdia |
| 3 | Supplying and packing P-gravel suitable for slot size/mesh size as suggested in IS 2800(partI)1991 with latest amendment |
| 4 | Development of tube well as per IS 11189-1985 and IS2800(partI) 1991 (both amended upto date) using suitable compressor to give sand free water for required yield of the gravel packedtube well |
| 5 | Supply of ERW MS black casing pipe ISI marked(IS:4270/2001) or amended upto date of grade Fe 410 of following sizes 200 mm dia NB( Thickness of pipe 5.4 mm and mass of tube28.46 Kg/m) |
| 6 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes,the slotting should be as per IS: 8110-1985 200 mm dia nominal bore of 5.4 mmthickness |
| 7 | S&F Tube well cover of M.S. Sheet 8 mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI nipple 45 cm long & two GI flanges at both end in 80 mm sizes passing through a hole in the center of MS sheet. A 25 mm socket with end plug shall also be welded over top plate ( as per drawing enclosed). A GI nipple having outside thread of size 1/2\\" (for installation pressure guage) shall be provided and welded with 80 mm GI nipple near top plate nipple shall be provided with end plug 200mm dia |
| 8 | PIPE LINE UNDER RAILWAY TRACKCROSSING WORK |
| 9 | supply and pushing of MS casing pipe of specified thickness by trenchless method adopting any suitable Technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable tranches like telephone, cable, water and sanitary lines and resistivity test for finding the soil is strata using necessary equipment for completion of work, mobilizing of machinery and specialised crew at the job site complete in all respect, including excavation of Driven pit and exhit pit (upto 3 metre depth) with proper protection at three sites which shoring sheets and ISMB'S providing MS cutting edge for front Shield and constructing thrust bed at designeted level. necessary dewatering and providing concrete Foundation at the base of Driven pit, PVC/ rubber suddle as per the requirement of railway authority, crane for handing of Pipe and other Machinery ,Tools and tackles required construction of temporary work as per requirement and as per approved by railway authorities, specification and direction of engineer.( protective coating/ lining of done that will be paid extra). in all type of soil. 600 mm dia12 mm thick casing pipe |
| 10 | PROVIDING, INSTALLATION ANDCOMMISSIONING OF PUMP SETS |
| 11 | Supply & installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS:8034-2011 (pump) and IS 9283-2013(motor) or amended upto date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories ,jointing of electrical cables upto switch board, testing of submersible pump set and interconnection upto water mains, complete in all respect. Upto 5.5 KW(7.5HP) & Head upto 120 mtr |
| 12 | Providing of centrifugal mono block pumpsetI.S.I. Marked (IS : 8034-1989) of approved make. Q-4.95 LPS, Head-40 mtr. (5.5 KW Each) 1pumpset will act as standby |
| 13 | Providing of centrifugal mono block pumpsetI.S.I. Marked (IS : 8034-1989) of approved make. Q-3.16 LPS, Head-50 mtr. (4.5 KW Each) 1pumpset will act as standby |
| 14 | Provision for Submersible pumping sets capable to discharge 2.69 LPS and 70 mtr Head at Existing tw-1& tw-2 . (2pumpsets will act asstandby) total- 4 Nos(Each 5.5 KW) |
| 15 | Provision for Submersible pumping sets capable to discharge 2.73 LPS and 80 mtr Head at proposed tw . (1pumpsets will act as standby) total- 2 Nos(Each 7.5 KW) 7.5 KW(10.0 HP) &head upto 120 mtr |
| 16 | Poviding & lowering in tube well ISI marked GI pipe \\"B\\" class as per IS:1239 or amended upto date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe and flange,rubber washer & nut bolts etc complete in all respect. 50mm Dia |
| 17 | Providing and fixing 32 mm dia Fullway valve or wheel valve as per IS: 778 or amended upto date of approved make , on pump delivery pipe |
| 18 | Supply and fixing of ISI marked 3 core PVC flat submersible cable as per IS 694:1990 or amended upto date and condutor as per class 5 of IS 8130:1980 including making connection etc3 core 4.00 mm2 |
| 19 | Supplying and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter,over load relay,ampere meter with CTs ,volt meter,phase preventor,suitable starting capacitors,phase indicators,lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM) All these equipments shall be housed by panel box made from 18 guage MS sheet with powder coating.Panel should be of minimum size 900x600x450 mm with stand(made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having four legs, each leg's length 18\\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform.The size of CC platform should be equal or bigger than the base size of panel having height of atleast 200 mm ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 volt AC supply. |
| 20 | Above 5 HP & upto 10.00 HP |
| 21 | Above 10 HP & upto 15.00 HP |
| 22 | CONSTRUCTION OF OHSR |
| 23 | providing and fixing double flanged ISI marked DI class K-9 Pipes as per IS 8329 - 2000(amendment up to date) as vertical pipes for RCC Reservoir including specials required such as a duck foot band,bend tee etc. providing clamp at every 3 mtr, jointing materials Such as nuts bolt rubber packing hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, technical specification specification and scope of work. |
| 24 | 100 mm |
| 25 | 150 mm |
| 26 | Providiing, lowering, laying, aligning, fixing in position in pipe line, manually operated Resilient seated D/F Sluice valves of approved make &design standard PN-1.0 class of following dia complete(including jointing & jointing material ), including all material,, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. category B |
| 27 | 100 mm |
| 28 | 150 mm |
| 29 | PROVIDING & INSTALLATION OF CHLORINATION PLANT |
| 30 | Supply & Fixing of Electricity based/ non electricity based mechanical Dosing pump, ceramic valve ball along with required gasket and featured with diaphragm type motorized driven/water driven noise less pump available with a dosing capacity as below with the pressure range of 0-6 KG/cm2 as per the required dosing of disinfectant along with FRP made, Cylindrical / Vertical, Flat / Conical bottom chemical storage tank made from standard quality FRP material. The dosing pump is volumetric for the capacities of water supply schemes along with installation material like pipes fitting & fixtures with electrical accessories of required size. The rates include Safety charges for making solution like Gas Mask, Hand Gloves etc. 500 Ltr. Tank with 0-5 LPH Dosingpump |
| 31 | PROVIDING, LAYING AND JOINTING OF PIPE LINES (RISING/DISTRIBUTION MAINS) |
| 32 | Providing,lowering , Laying, in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI Marked K-7 garde S&S pipes as per IS:8329- 2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joint as per IS-5382-1985 including all taxes(central & local)transportation and freight charges, inspection charges,loading/unloading charges, including cost of labour and materials, specials (tee ,bend, etc) satisfactory hydraulic testing,disinfection etc.complete as per technical specification and direction of Engineer-in-charge(excluding earth work)Note: Providing and fixing of all requisite specialas per drawing , design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 33 | 100 mm dia DI K-7 for Rising |
| 34 | 100 mm dia DI K-7 for Distribution |
| 35 | 150 mm dia DI k-7 for Distribution |
| 36 | Providing, lowering & laying and jointing in trenches standard lengths HDPE ISI marked pipes as per IS 4984 : 1995(amended upto date) with necessary jointing material like mechanical connectorsi.e. thread/insert joint/quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/electro fusion welding method, including all taxes (Central and local),transportation and freight charges, inspection charges,loading/unloading charges,stacking of pipes,including cost of labour and material,specials(Tee,bend etc). satisfactory,hdraulic testing etc complete as per technical specifications and direction of Engineer- in-charge. (excluding earth work ) (supply upto 110 mm dia coil & above 110 mm dia straight length in 6 m ) Note : Providing and fixing of all requisitespecials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid seperately. HDPE PE- 80 PN-6 90 mm dia |
| 37 | Providiing, lowering, laying, aligning, fixing in position in pipe line, manually operated Resilient seated D/F Sluice valves of approved make &design standard PN-1.0 class of following dia complete(including jointing & jointing material ), including all material,, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. category B |
| 38 | 150 mm |
| 39 | 100 mm. |
| 40 | 80 mm |
| 41 | Providing,lowering,laying,alinging,fixiing in position and jointing in pipe line kinetic double air vales as per IS:14845 of following dia (including jointing and jointing material) including all material labour,testing and comissioning as per technical specifications ans as per direction of engineer Category\\"B\\" Dia 50mm(D) |
| 42 | Supplying and installing 100 mm diameter sealed diaphragm bourdon type pressure guage of range 0 to 10 Kg including all jointing material as per specification with safety cover 0 to 10Kg/cm2 |
| 43 | Providing,installation,testing and comissioning of double flanged Bulk flow meter with removable mechanism class \\"B\\" conforming to IS 4064/1or smended uptp date of approved make including cost of all material and labour as per specifications with GI box(sheet 16 SWG) suitable of locking arrangement of following dia80mm dia |
| 44 | Providing and fixing of double flanged, CI body,ISI marked NRV of approved make offollowing sizes 80mm dia |
| 45 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift up to 1.5 Mtr including taking out the excavated soil and depositing and refilling of Jhiri with watering & ramming and disposal of surplus excavated soil as directed with a lead in a 50 mtr.(All Kind of soils) |
| 46 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift up to 1.5 Mtr including taking out the excavated soil and depositing and refilling of Jhiri with watering & ramming and disposal of surplus excavated soil as directed with a lead in a 50 mtr including stacking of useful material ,if available (Ordinary Rock) |
| 47 | E/w -do- stacking of useful material if available Hard rock required blasting useful material 30% |
| 48 | E/w -do- stacking of useful material if available Hard rock blasting prohibited useful material 30% |
| 49 | Less : useful material 30% |
| 50 | Demolishing cement concrete including disposal of material within 50meter lead: 1:2:4 or richermixture. |
| 51 | Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate. 1:2:4 (1cement, 2 coarse sand: 4 graded stone aggregate 20mmnominal size). |
| 52 | Dismantling of Bituminous Road Surface for laying of pipe line as per direction of Engineer-In- Charge |
| 53 | CONSSTRUCTION OF PUMP HOUSE CUM GENERAL ROOM |
| 54 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter for pipe line work. In Allkinds of soil. |
| 55 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter for pipe line work. InOrdinary Rock |
| 56 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement: 4 Course Sand: 8 Graded stone aggregate 40 mm nominal size (Crusher Broken) |
| 57 | Random Rubble stone masonry for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 58 | Providing and laying damp proof course with cement concrete grade M-150 (1:2:4) Mortar prepared with 1% solution of water proofcompound.75 mm thick |
| 59 | Random Rubble stone masonry for superstructure above plinth level one storey height for Walls up to 30 cm thick and less thickness in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 60 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 61 | Providing and fabricating reinforcement forR.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars (IS : 1139) |
| 62 | Providing and Laying in position specified grade of cement concrete for all RCC structural elements up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand ) and making good the joints excluding the cost of centering, shuttering and reinforcementBeams, suspended floors, roofs, girders having slopes up to 15 0, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircasesM 20 grade Nominal Mix ( With graded stone aggregate 20 mm nominal size ) |
| 63 | Brick work in partition in superstructure up to third storey 7 cm thick ( brick on edges ) using bricks of class designation 75 in in low costshree binder & sand mortar ( 1:2 ) |
| 64 | Supplying and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges: chittor/Nimbahera stone25 to 30 mm thick. |
| 65 | Providing and fixing fine dressed machine cut approved sand stone steps (risers and treads) in CM 1:4 including pointing the joints with white cement mortar 1:2 with admixture of matching the stone shade with width of steps 1200 mm: 35to 40 mm thick. |
| 66 | Random rubble dry stone kharanja under floor |
| 67 | 35 mm thick factory grinded stone flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1-Cement:6-coarse sand) and jointed with cement sand mortar 1:3 complete in all respects : Kota Stone |
| 68 | Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @2% of cement used with neat cement, finishing curing etc. complete in all respect including making of 300 mm * 300mm square. |
| 69 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3- coarse sand:6-graded stone aggregate 20 mm nominal size) or wooden plugs and screws with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 70 | Providing & fixing ms sheet Double leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engineer In Charge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit. MS sheet 18SWG |
| 71 | Supplying and fixing fixed wire guage of 14 mesh*24 guage to the metal frame of rolled section by matel beading 20X3 with suitable screw at not exceeding 150 mm distance. |
| 72 | Providing and fixing square bars or other flat welded to window, ventilators etc. |
| 73 | Providing and fixing angle iron frame 25x25x3mm for ventilators with fixed wire gauge 14 mesh 24 gauge including 100 mm square bars at interval of 100 mm welded screwed to frame with metal beading 20x3m complete in allrespect as per design. |
| 74 | Providing and fixing 16 mm MS Fan clamps of standard shape and size in RCC slab/stone slab roofing including cutting chase and making good and painting exposed portion of the clampscomplete. In new roof |
| 75 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick. |
| 76 | Add extra for plaster done over ceiling |
| 77 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer. |
| 78 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Three or more coats). |
| 79 | Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : New steel work (two or more coats). |
| 80 | Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 sq mm FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade (IS:694) of approved make in surface/recessed ISI Marked medium duty PVC conduit & its accessories, round tiles, 18 SWG MS box with earth terminal, Screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 20 mm thick phenolic laminated sheet, Zinc plated/brass screw, cup washers, making connections, testing etc. as required.Group1 |
| 81 | Short point (Up to 3.0 mtr.) |
| 82 | Medium point (Up to 6.0 mtr.) |
| 83 | Long point (Up to 10.0 mtr.) |
| 84 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, 18 SWGM.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. Group1 |
| 85 | On board |
| 86 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. asrequired. Group1 |
| 87 | 1 x 1.5 sq.mm |
| 88 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 89 | P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required.Single pole MCB 6 A to 32 A rating |
| 90 | P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint)/(extruded non corrosive UV resist EP channel) complete with accessories like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube) 1 X 36 Watts with OCCB Group1 |
| 91 | P & F Fluorscent tube rod in existing fixtures as required minimum 3 star rating 36/40WattsGroup1 |
| 92 | P&F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required (Group1)1200 mm sweep |
| 93 | P & F IP-43 protected street light luminaire on existing bracket suitable for FTL, made out from CRCA sheet steel finished with stove enameled paint, having deep drawn aluminium alloy canopy reflector cum control gear tray, clear ribbed acrylic diffuser held with synthetic gasket, with all necessary accessories copper wound ballast, capacitor, starter, holder prewired with pvc insulated copper conductor including making connection testing etc. as required. (without tube)Group1, 1X36 Watt Please Enable Macros to View BoQ information |
