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| 1 | Earthwork in excavation of foundation in hard soil such as hard stiff clay,stiff black cotton,hard red earth,shales,moorum ordinary gravels etc. including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. (Excavation by mechanical means 75% and manually 25%) |
| 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 the foundation and plinth in hard soil with excavated material in layers not exceeding 0.30m including breaking of clods within 50m initial lead including lavelling the trenches as the case may be etc. complete as directed by the Engineer-incharge quality of means of mechanical 75% & manually 40% i.e. of respective item no. 1 |
| 4 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
| 5 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 6 | Cement concrete (1:3:6) 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. |
| 7 | Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips 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. |
| 8 | 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. |
| 9 | 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 Super Structure etc. complete as per the Engineer-incharge. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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.(a)R.C.C. foundation and Plinth bend and footing bases of columns, mass concrete, pre-cast slabs etc. |
| 13 | 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. |
| 14 | 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) |
| 15 | White washing 2 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. |
| 16 | Wall painting 2 coats with cement paint of approved shade on new work over coat of primer to give an even shade including cost of paint. |
| 17 | Distempering two coats to walls with distermper of approved shade on new work to give an even shade including cost of distemper & labour etc. complete. |
| 18 | Cost of Fabricated M.S door & Window of Size 1.2x1.98 M & 0.60 X 0.75 M including trnsportation form work shop to work site and painting of door with approved paint 2 coat including cost of paint |
| 19 | Cost of C.C Ventilator (size 0.45x0.30m) |
| 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 | Supplying of 200mm dia HDPE Pipe (PE-80 PN -4) including Pre & Post delivery CIPET Testing Fees |
| 22 | Supplying of 160mm dia HDPE Pipe (PE-80 PN -4) including Pre & Post delivery CIPET Testing Fees |
| 23 | Supplying all materials, labour, T&P for jointing of 200 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 24 | Supplying all materials, labour, T&P for jointing of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 25 | Monoblock pump set total head of 24 mtrs capable to discharge 1700 LPM with 15HP/11.2KW 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 | Control Pannel Board with Automatic Star delta Starter, Capacitor, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10/12.5/15 HP with Volt meter,Ameter,MCB in complete shape including Indicator Lamp etc. (full Set) |
| 27 | 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. |
| 28 | Base Plate made of MS Channel with holes |
| 29 | 3x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below 0 .9mtr. of the ground and filling the excavated materials including watering and ramming. |
| 30 | 4mm² 3 core submersible flat cable of ISI |
| 31 | 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. |
| 32 | 100 mm dia G.I. bend IS No.1239(Part-II/1992) |
| 33 | 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 |
| 34 | 100 mm dia G.I. flange IS No.6392 / 1971 |
| 35 | 100 mm Ø Sluice Valve Flanged type of Manufacturing Standard - BS 5163 / IS14846 Pressure Ratings PN10. |
| 36 | 100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement |
| 37 | 200mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement |
| 38 | 200mm MS Pipe with plain ends in random length of 4 to 7 mtrs. Confirming to BIS 3589 with minimum wall thickness of pipe should be 5.5mm each pipe should bear ISI specification and manufacturers name/trade mark.Steel grade of pipe should be Fe330. |
| 39 | Cost of 200mm MS/Steel Flange |
| 40 | Welding,laying & fitting of 200mm dia MS Pipe |
| 41 | 160X160X110mm dia M.S outlet Tee made with 151mm ID and 159 mm OD M.S Pipe of 8mm thick 400mm long fitted with 1 mtr long 100mm dia M.S.Pipe welded with 2 nos of 100mm dia M.S.Flange in between the 1 mtr M.S.Pipe and 0.25 mtr long 100 mm dia M.S.Pipe fitted horizentally with 2 mtrs of 100mm dia M.S.Elbow with water locking arrangement made out of 1 no. of 100mm dia open flange and 1 no. of 100mm dia blind flange and with hinges gaskets arrangement that UPVC pipe should be inserted directly 100mm long inside the 151mm dia ID M.S.Pipe at the both ends painted with two coats of anti corosive paints in complete set. |
| 42 | Cost of 200x200x160 mm spigot moulded reducing HDPE Tee 10 kg |
| 43 | Cost of 200mm HDPE Tail piece 160 mm long |
| 44 | Cost of 160mm HDPE Tail piece 160 mm long |
| 45 | Cost of 200mm dia HDPE elbow spigot design 6kg |
| 46 | 200 mm Ø slipon flange |
| 47 | 160 mm Ø slipon flange |
| 48 | 200 mm Ø HDPE End Cap |
| 49 | 160 mm Ø HDPE End Cap |
| 50 | Cost of River Bank cutting & shaping for const. of P.F. |
| 51 | 50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark. |
| 52 | 100x100x25mm G.I. Tee with Plug |
| 53 | Cost of 200 mmx160 mm HDPE Reducer |
| 54 | Cost of 200x100mm M.S. Reducer (fabricated ) |
| 55 | 5/8 \" x12\" Nut bolt & washer F.T. for foundation |
| 56 | 5/8 \" x3\" Nut bolt F.T. as per IS specification |
| 57 | 1/2\" x2 1/2\" Nut bolt F.T.as per IS specification |
| 58 | ⅛\" thick Rubber Insertion as per IS specification |
| 59 | Cost of 300 mm R.C.C. hum pipe( NP 3 )as per specifications including laying & fitting |
| 60 | Cost of 160x160x160 mm spigot moulded reducing HDPE Tee 10 kg |
| 61 | Labour charges for installation of 10/12.5/15HP 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. |
| 62 | Installation of 63 KVA,11/.4 KV Pole mounted Sub-Station using 9 Mtr long PSC pole with Stare Ratted Transformer as per the specification & estimate of DISCOM |
| 63 | Construction of 11 K.V.Line 3 Ph 3 Wire with 9 Mtr long 300kg PSC pole using 55 sq.mm insulated Conductor 80 mtr span with all materials required for the same as per the specification & estimate of DISCOM |
| 64 | L.T.Line 3ph 4w using 3x50+1x35sq.mm XLPE ABC & 8 mtr long PSC poles with fittings with all materials required for the same as per the specification & estimate of DISCOM |
| 65 | Earthing installation with required earthing materials like charcoal, common salt, conduit pipe, soft solder alcaps ,nuts & bolts, cable socket etc. including excavation of earth pits 2 Nos of size 1200mm X1200mm X 3200mm for fixing of earthing pipe 2 Nos of size 40mm dia X 3000 mm length with required slotting in pipes & fittings with 40 mm dia G.I.Flange etc. includidng excavation of earthing trench for laying of earthing G.I.Wire & filling the Trench Pits after fixing of pipes on completion on earthing work and pannel wiring with required 4mm2/2.5mm2 PVC coper wire including supply & transportation of materials to work site as per the direction of site Engineer in-charge |
| 66 | Construction of 11 K.V.Tapping Point Please Enable Macros to View BoQ information |
