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| 1 | Schedule A |
| 2 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
| 3 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 4 | Earthwork in excavation of foundation in hard soil for laying of HDPE Pipe Such as stiff clay , stiff black cotton, hard red earth, shales, moorum ordinary gravels, including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. (Mechanical 60% & Manual 40%) |
| 5 | Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge. |
| 6 | Brick work with Fly ash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge. |
| 7 | Brick work with Fly ash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in superstructure per cum etc. complete as per the Engineer-incharge. |
| 8 | 12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 9 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 10 | 2.5 cm A.S. Flooring with C.C. (1:2:4) using 12mm size black hard granite crusher broken chips of approve quality for approve quorry including water and curring with cost taxes royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 11 | Rigid smooths centering and shuttering for RCC works including false work and dismentgalling then after casting including cot os materials complete.(a) RCC walls and fins including attached pillasters |
| 12 | b) Chajja/Roof slab |
| 13 | c) Lintel |
| 14 | Dry brick rammed Khoa (10 cm) thick well watered and rammed inluding all cost as per specification in complete. |
| 15 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) |
| 16 | Filling the foundation and plinth with the excavated material as directed by the Engineer-incharge. |
| 17 | Filling the foundation and plinth for trench of HDPE Pipe with the excavated material as directed by the Engineer-incharge. (Mechanical 60% & Manual 40%) |
| 18 | White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge. |
| 19 | Colour washing three coat with stone lime and colouring materials per 1 Sqm |
| 20 | Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
| 21 | MS Pannel Door double leafed with MS frame overall size including frame of height 1.2mt x 1.98mt. width for door and shutter of 20 gauge CR sheet pannel as per approved size & specification etc. complete including cost of all materials fitting and fixing the door etc. complete as per the direction of the Engineer-incharge. |
| 22 | Cost, Supplying of ISI marked 200 mm dia High Density Polythelene (HDPE) Pipes PE 80-PN 4 for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST etc. complete as per the direction of the Engineer-incharge. |
| 23 | Fitting and Fixing 200mm dia High Density Polythelene (HDPE) Pipes PE 80-PN 4 Pipe including jointing the pipe including fitting and fixing of required no. of Riser Tee for outlet and Shaddle and nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
| 24 | 7.5 HP/6.5 KW Submersible motor pump of 25 mtr head with 900 LPM discharge of reputed brand with BEE Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamp & 30 mtr of 4.00 sqmm flat cable as per IS specification etc. complete as per the direction of the Engineer-incharge. |
| 25 | Labour charges for installation of Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding and construction of supporting pillar etc. complete as per the direction of the Engineer-incharge. |
| 26 | 100 mm Ø nominal bore G.I. pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name / Trade mark. |
| 27 | 100 mm dia G.I. bend IS No.1239(Part-II/1992) |
| 28 | 100 mm dia G.I. flange IS No.6392 / 1971 |
| 29 | 100mm dia GI nipple IS 1239 (Part-II/1992 ) |
| 30 | 100mm dia GI Socket IS 1239 (Part-II/1992 ) |
| 31 | Cost of 100 mm dia MS T/W Clamp |
| 32 | Cost of 100 mm dia C.I Sluice Valve |
| 33 | Cost of 200mm x 200mm x 200mm HDPE Equal Tee |
| 34 | Cost of 160 mm dia HDPE End cap |
| 35 | 5/8 x3\" Nut bolt & Foundation Nut bolt as per IS specification |
| 36 | 1/8\" thick Rubber Insertion as per IS specification |
| 37 | Cost, supplying of 200mmx200mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 38 | cost of 200mm×110mm dia PVC reducing socket. |
| 39 | Cost of 110mm dia PVC FTA |
| 40 | Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp |
| 41 | 63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark. |
| 42 | 3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming. |
| 43 | 2.50mm2 Submerssible (3 Core) Flat Cable ISI mark of reputed brand of ISI specification including all cost, conveyance, cess etc complete but excluding cost of GST |
| 44 | Cost of Sly wrench 10\"\"- 1 nos,Screw driver-10\"\"-01 nos, star Screw driver-01 nos, Cutting Pliers- 01 nos, hand gloves- 01 pairs, 4 amp fuse-20 gm, Black tap- 5 packet, Lock and key - 03 nos etc. |
| 45 | Schedule B |
| 46 | Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 55 Sqmm AAAC , 11 KV \"V\" Cross arm, with required No.of 11 KV T & C Disc. Insulators in tension point & 11 KV Pin insulators, Couping & Padding of Poles. Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & double stay at end point with 18 mm G.I.H.T.Stay, concreting of Stay with Anchor plate, guarding at Road crossings etc. including cost of all materials, labour transportation,inspection & commissioning etc. complete. |
| 47 | Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation Star rated confirming to RE Rules 1956, mounted on 2.44 Mtr. Long structure, supported in 300 kg 9 mtr long PSC pole,transformer hard channel & top channel made of 2.8 M long 100 X 50 X 6 mm M.S.Channel, Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle, (all REC SPN Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5)& A.B.Switches(F-9) both mounted on 2.8 M long 75 X 40 X 6 mm M.S.Channel and supported by 1.0 M long 50 X 50 X 5 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for 25 KVA S/S, G.I.pipe earthing with 25X5mm G.I.Flats including cost of 25 KVA 11/0.4 K.V.Transformer , 35 Sqmm 3 1/2 Core PVC Cable - 40 mtr couping & padding of Poles, Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets, barbed fencing ( size (15\"x10\") with constn. of retaining wall, erection of RCC fencing post , sand filling and metal spreading ,fixing of iron grill gate etc as per cesu specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
| 48 | Electrical Earthing including all materials as per the direction of the Engineer-incharge. |
| 49 | 4.0 mm 2 PVC Single core Copper Wire |
| 50 | interposing pole |
| 51 | Schedule C |
| 52 | Labour charges for drilling a perfect vertical bore hole of specified depth below ground level in alluvial soil starta by mud rotary Rig drilling as required to suit the site conditions as per the direction of Engineer-in-charge including supply of Rig with its accessories, tools and plants and all consumables etc.for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC pipe for housing fittedwith socket with or without well screen as per the necessity for the soft,medium,hard & boulder formation(PVC casing pipes if required by the contractor to prevent collapse of overburden portion) inclunding lower & withdrawing of casing pipe after drilling 200mm to 450mm dia.in overburden portion. Bentonite powder & labour charges towards digging of mudpit, seting pit, fliude chanel, .V notch chanel & refilling the same ofter intallation of TW work.0 Mtr to 90mtr |
| 53 | Cost of 200 mm dia PVC ASTM (D) Sch. 80 casing pipe of reputed make as per ASTM(D) 1785/2004 with Manufacture name should prominently be marked with CIPET test certification in the body of the pipe in indelible ink or stenciled to the certification of Engineer-in-Charge, including Trasnportation to site, etc.0 to 90 M= 90 Mtr. |
| 54 | Cost of 200 mm dia PVC Cone |
| 55 | Cost of 200 mm dia PVC end cap |
| 56 | Cost of 200 mm dia PVC threaded nipple |
| 57 | Cost of graded and washed \"B\" grade gravel size ( 2.75mm to 3.55mm)suitable for use as packing materials of available approved rate of O.L.I.C. Cuttack circle & Transportation cost as per actual on the current OPWD schedule of rates & unit cost. Royality. |
| 58 | Cost of labour charges for slotting of 200 mm dia PVC (ASTM-D) Sch-80 pipe- |
| 59 | Lowering of 200 mm dia ASTM schedule-80 PVC casing and slotted pipe, cone,nipple etc.as per the necesscity & fitted and fixed up in perfectly vertical position and keeping the top of the casing pipe threaded1 Mtr. above the ground level, including plugging the tube well to prevent entry of foreign materials from above. |
| 60 | Cleaning and developing the tube well using their own compressor having 250/300 CFM at 10.5Kg/cm2 continuously worked till clear and adequate discharge is obtained from the well including supply and use of all necessary equipment and labour as per the direction of the Engineer-in-Charge. |
| 61 | Threading charges Please Enable Macros to View BoQ information |
