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| 1 | SCHEDULE-A Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete. |
| 2 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 3 | 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 worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge. |
| 4 | Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of size black C.B. hand broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge. |
| 5 | Brick work with K.B. 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. |
| 6 | 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. |
| 7 | Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. |
| 8 | Brick work with K.B. Brick 25cm x 12cm x 8cm size for Supper Structure 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. |
| 9 | 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 Steel Bar (FE 415/ FE 500) |
| 10 | Cement punning over plastering 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. |
| 11 | Filling F&P with excavated materials, including watering and ramming. |
| 12 | 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. |
| 13 | Fitting of un plasticised 200mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
| 14 | 5/8\" x 12\" nut bolt & washer F.T. for foundation |
| 15 | Labour charges for installation of 10HP 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. |
| 16 | Cost of primer with Labour charge for Door & Window |
| 17 | Cost of paint with Labour charge for Door & Window |
| 18 | Cost f MS Febricated Door & Window incluing fitting |
| 19 | Electrification of pump chamber |
| 20 | Cost of constuction of febricated G.I Supporting piller including all fittings in complete |
| 21 | 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. |
| 22 | 100mm G.I. Bend conf. to IS no 1239(Part-II/1992) |
| 23 | 100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand |
| 24 | 100mm dia G.I. Flange IS no.6392/1971 |
| 25 | Monoblock pump set total head of 18 mtrs capable to discharge 1700 LPM with 10HP/7.5KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class \"F\"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery =100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares. |
| 26 | 200mm M.S. pipe withy plain end in random length 4 to 7 mtr. Coinfirming to BIS 3589 with min. wall thickness of pipe should be 5.5 mm each pipe should be bear ISI specification and manufactures name / Trade mark. Steel grade of the pipe should be Fe330 |
| 27 | Supplying of 200mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
| 28 | 100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement |
| 29 | 50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark. |
| 30 | 200 mm x200 mm x200 mm Ø PVC Equal Tee (W.P. 4 kgf/cm2) confirming to IS 4995/1988 |
| 31 | 200 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 32 | Supply of solvent cement of approve quality for joiniting of PVC Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge. |
| 33 | 100 x100x50 mm dia G.I. priming Tee |
| 34 | 200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement. |
| 35 | 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 |
| 36 | 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. |
| 37 | Base frame for motor (size 0.50mx0.27m) made with 3\" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint. |
| 38 | Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board. |
| 39 | 4KVA Capacitor as per IS specification |
| 40 | 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. |
| 41 | 110 mm dia PVC FTA |
| 42 | 200 x 100 mm dia mm dia PVC reducer |
| 43 | Cost of200mm dia PVC End piece with Flange |
| 44 | DE Spanner-1set & Hand Gloves-1Pair |
| 45 | Post test of PVC Pipe |
| 46 | SCHEDULE-B Constuction L.T. line 3phase 4 wire using 3x35+1x25sqmmXLPE ABC & 8mtr. Long PSC pole with fitting with all materials requird for the same as per the specification & estimate of DISTCOM. |
| 47 | 11KVA line AB Switch & HG fuse, LT distribution box SITC and erection of GI fencing with gate |
| 48 | Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge |
| 49 | 40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge Please Enable Macros to View BoQ information |
