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| 1 | Civil Work items : |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 3 | All kinds of soil. |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stack material |
| 5 | All kinds of soil. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stack material |
| 7 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required.(Rate 20% of item no. 1.02 ) |
| 8 | Note for item no. 3.01- The extra percentage rate ( 20 %) is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as0.10 m and less than 0.05 m ignored |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:2:4(1Cement :2 coarse sand : 4 gradedstone aggregate 20 mm nominal size). |
| 12 | 1:3:6(1Cement :3 coarse sand : 6 gradedstone aggregate 20 mm nominal size). |
| 13 | Providing and laying in positionmachine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer -in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 14 | All works upto plinth level |
| 15 | ReinforcementforR.C.C. workincludingstraightening,cutting, bending, placing in position and binding all complete up to plinth and above plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Centeringandshutteringincludingstrutting,proppingetc.and removal of form for all heights: |
| 18 | Foundations,footings,basesofcolumns,etc.for mass concrete. |
| 19 | Walls(anythickness)includingattachedpilasters,butteresses, plinth and string courses etc. |
| 20 | Extra for shuttering in circular work |
| 21 | Foundations,footings,basesofcolumns,etc.for mass concrete. |
| 22 | Walls(anythickness)includingattachedpilasters,butteresses, plinth and string courses etc. |
| 23 | Supplying & laying boulder & murum below floor and plinth including watering compacting & consolidating in layer not more than 200mm thick etc. complete.as per the instruction of Engineer in charge. |
| 24 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet andoverflow pipes but without fittings and the base support for tank. |
| 25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings,valves including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 26 | 50 mm nominal dia Pipes |
| 27 | Electrical Work items: |
| 28 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 29 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 30 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade Upto 35 sq. mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 31 | Supplying armoured cable 6 sq mm:AluminiumArmoured cable of XLPE insulated (cross linked polythelene) PVC sheathed, armoured with galvanised round / strip steel, 1100 V. grade conforming to I.S. 1554 (part-1) & IS :7098 (part-1), 4 core 6 Sq. mm. conductor. |
| 32 | Supply, installation, Testing & commissioning of floor mounted feeder piller made from 1.6 mm thick from all sides, but 2 mm thick for bottom side for gland plate in CRCA sheet,IP 42 sheet steel enclosure,separate compartment, inbuilt locking arrangement, dust & vermin proof capable to take all following accessories including their connections having hinged doors with numbering, lettering, earthing with 2 runs of galvanised iron strips, Two coates of enamal paint smoke gray, Panel should be mounted above 0.7 Mtr from the ground level on MS angle/concret foundation as required. ...details given below 16.01 to 16.07 |
| 33 | 1 No. 100 Amp, Isc 10 kA3 phase and neutral aluminium bus bar with colour code, having current density of 130 A/Sq cm and suitable support. |
| 34 | 1 No.63 Amp 3 Pole Breaking capacity 10 KA MCB with suitable enclose, for incomer. |
| 35 | 3 Nos.16 Amp, 3 Pole Breaking capacity C series, 10 KA MCB for out going and DOL starter with suitable over current relay for 3.75 kW motor, Push butten for ON/ OFF with in built indicator . |
| 36 | 4 Nos.10 Amp, 3 Pole Breaking capacity C series, 10 KA MCB for out going and DOL starter with suitable over current relay for 1.1 kW motor, Push butten for ON/ OFF with in built indicator . |
| 37 | 2 Nos.6 Amp, 3 Pole Breaking capacity C series, 10 KA MCB for out going and DOL starter with suitable over current relay for 0.75 kW & 0.25 kW motor, Push butten for ON/ OFF with in built indicator . |
| 38 | 3 Nos.MCB 6 amp to 10 Amp single pole, 10KA outgoing |
| 39 | 1 Nosspare block |
| 40 | Supplying and making end termination with brass compression gland and aluminium lugs for 4 X 10 sq. mm (25mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 41 | Equipments (Electro- Mechnical): |
| 42 | Supply, installation and commissioning of Rotary Drum Screen Filter Unit as per the detailed specifications, drawing,design and related allied work as specified below…(from 18.01 to 18.18)Equipments (Electro- Mechnical): |
| 43 | Capacity -- 2.00 m³/hr |
| 44 | Inlet moisture content--97.00 % |
| 45 | Outlet moisture content -- 65-95% |
| 46 | Pore size of filter -- 50.00 µm |
| 47 | Operating time -- 8.00 hr |
| 48 | Size of rotary drum screen -- 0.6 m dia x 2.0 m length |
| 49 | Overall size of the rotary drum filter -- 2.8 X 1.0 X 1.0 m |
| 50 | Inlet size -- 80.00 mm, Out let size 100 mm |
| 51 | Filtrate collection size -- 100 mm |
| 52 | Motor with rotor Gear box -- 0.25 Kw |
| 53 | Drum rotational speed -- 8 to 10rpm |
| 54 | MoC Base frame and support structure -- ISMC |
| 55 | Filtration assembly including liquid discharge tray, solid discharge & feed pipe chutes and other related items --Stainless Steel grade 304. Base frame and support structure made from suitable Structural steel. All MS parts shall be painted with 2 coat of red oxide and one coat of epoxy paint. |
| 56 | Washing system for cleaning of filter (Outer to inner cleaning) --The filter should have timer controlled auto wash water system with brush scraper and provision for pressurized wash water jets |
| 57 | Electrical control panel --Digital timer-based control panel for wash water system and manual control (on/off) for the drive. |
| 58 | Roller -- 06 Nos |
| 59 | Motor details -- 1440 rpm |
| 60 | Approx. weight -- 300 kg |
| 61 | Rate for all item from 18.00 to 18.18 |
| 62 | Supply, installation and commissioning of Dewatering Screw Press unit as per the detailed specifications, drawing, design and related allied work as specified below...(from 19.01 to 19.12) |
| 63 | Feed Capacity-- 200.00 Kg/hr |
| 64 | Overall size of the rotary drum filter -- 1.2 X 0.3 X 0.3 m |
| 65 | Drum screen size -- 180 ID X 500 longmm |
| 66 | Screen Pore size of filter -- 30.00 µm |
| 67 | Made of Stainless SteelSS 304 |
| 68 | Compactor screw size -- 178mm OD X 850mm long |
| 69 | Motor with reduction gear box -- 5 Hp Geared motor with VFD |
| 70 | Rotational speed of screw compactor -- 5-10 rpm |
| 71 | MoC of support structure -- ISMC 250 C channel, MS. All MS parts shall be painted with 2 coat of red oxide and one coat of epoxy paint. |
| 72 | Other accessories-- Lump Sum |
| 73 | Pneumatic pressure assembly -- 5 Bar |
| 74 | Approx. weight -- 450 kg |
| 75 | Rate for all item from 19.00 to 19.13 |
| 76 | Supply, installation and commissioning of Rotary Dryer unit and accessories as per the detailed specifications, drawing,design and related allied work as specified below...(from 20.01 to 20.54) |
| 77 | Rotary Drying Unit & Accessories |
| 78 | Belt Conveyor |
| 79 | Length of conveyor -- 2.50 - 3.00 m |
| 80 | Width of conveyor -- 300mm |
| 81 | Angle of inclination with ground -- 30 degree |
| 82 | Belt -- 3 ply |
| 83 | Drive mechanism -- Electrically operated gear motor |
| 84 | Motor--0.75 Kw |
| 85 | Accessories -- Lump Sum -- Belt, Roller, Pulley, Bearings, Coupling/Sprocket, Gravity Take Up. |
| 86 | Material of Construction -- MS |
| 87 | Rotary Dryer with fittings |
| 88 | Sludge quantity-- 1250 Kg |
| 89 | Driyer Capacity -- 200 kg/hr |
| 90 | Operating time per day --8 hrs |
| 91 | Dryer type -- Co-current, LPG fired, continuous drying process |
| 92 | Moisture content at the inlet -- 40 % |
| 93 | Moisture content at the outlet --10 % |
| 94 | Inlet temperature -- 150-180 °c |
| 95 | Outlet temperature-- 120-150 °c |
| 96 | Size of the rotary dryer -- 0.5 dia X 4.0 long |
| 97 | Shell thickness and MoC -- 8.0 mm, M.S 2062 |
| 98 | Shell side plate and MoC --5.0 mm, M.S 2062 |
| 99 | Tyres -- 2 |
| 100 | Supporting roll wheel -- 4 |
| 101 | MoC of tyres and supporting wheels -- MS |
| 102 | Thrust roller -- 1 Nos |
| 103 | Structure of dryer frame --MS Channel |
| 104 | Girth & Pinion -- suitable |
| 105 | MoC insulation cover, thickness -- Aluminium sheet, 24 gauge |
| 106 | Insulation material -- Cerawool |
| 107 | VFD controlled rotation of dryer --0.50 -2 rpm |
| 108 | Lumpsum -- Girth gear, Pinion, Bearing Sleeve |
| 109 | Motor for Rotary dryer -- 3.75 Kw 960 rpm |
| 110 | Motor type -- Co-current |
| 111 | Lift arrangement -- inner - plough type |
| 112 | Gear of Rotary dryer -- Helical Gear box |
| 113 | Bearing and sleeves -- Standard make -plough type |
| 114 | LPG Burner assembly |
| 115 | Capacity -- 40-80 kW/hr |
| 116 | Power supply - 230 volt AC |
| 117 | Scope of supply -- LS -Aluminum Die Cast burner Body; Flame Disk, Flame Tube, Gas Combustion Head; Air Damper Assembly, Air Pressure switch, Fuel Hose Pipe, Ignition, Ignition Cable, Flame Sensor, Burner Programmer with Control Box, Mounting Flange, User manual Guide. |
| 118 | LPG and CNG |
| 119 | Cyclone Precipitator with Details |
| 120 | Quantity -- 1 no |
| 121 | Size -- 500 Dia X 1000 Ht |
| 122 | MoC -- MS |
| 123 | Stand of cyclone and approx. height -- L 50 X 50 X 6 mm |
| 124 | Frame of Cyclone -- L 50 X 50 X 6 mm |
| 125 | Rotary Air lock valve and Drive -- Suitable |
| 126 | ID Fan with Details |
| 127 | Quantity -- 1 no |
| 128 | Motor -- 5 Hp |
| 129 | Approx. weight -- 450 kg |
| 130 | Capacity -- 5000Cum/hr |
| 131 | Rate for allitemfrom 20.01 to 20.54 |
| 132 | Supply, installation and commissioning of Agitator assembly with two motor pumps in collection well as per the detailed specifications, drawing,design and related allied work supporting structure etc. as specified below... |
| 133 | Agitator assembly |
| 134 | Velocity gradient -- 100 m/sec |
| 135 | Dynamic viscosity -- 0.03 N-s/m2 |
| 136 | Volume -- 4.7 m3 |
| 137 | Power-- 1.10 Kw |
| 138 | Agitator rpm --75-100 rpm |
| 139 | Gearbox motor --1400 / 900 rpm |
| 140 | Gear ratio--1:20 |
| 141 | Impeller -- 24 inch |
| 142 | Shaft Type & size (dia.) -- 50 mm solid |
| 143 | Clear distance of shaft from bottom of tank -- 300 mm |
| 144 | Made of Stainless SteelSS 304.All MS parts shall be painted with 2 coat of red oxide and one coat of epoxy paint. |
| 145 | Rate for allitem from 21.00 to 21.12 |
| 146 | Pump |
| 147 | Pump Capacity -- 1Hp |
| 148 | Mode of construction -- CI Impellar & casting |
| 149 | Head -- 15 m |
| 150 | Density -- 1200 Kg/cum |
| 151 | Effciency -- 70% |
| 152 | Pump(1w+1s) -- 3 cum/hr @15 m Head |
| 153 | Valves --(NRV & Butterfly type) 2 nos |
| 154 | Instrument pressure gauge -- Pump discharge & level gauges for tanks 0-7kg/sq.cm two nos Glycerine filled |
| 155 | Rate for all item from 21.14 to 21.22 |
| 156 | Supply, installation and commissioning of Lime dosing tank with Agitator assembly andmotor pumps in lime dosing tank as per the detailed specifications, drawing,design and related allied work supporting structure etc. as specified below...(from 21.01 to 21.20) |
| 157 | Lime Dosing Tank |
| 158 | Lime dose --100 mg/l |
| 159 | Lime quantity--2.5 kg/day |
| 160 | Percent lime solution required -- 10 % |
| 161 | Quantity of water required --25 lit |
| 162 | Capacity of tank --150 lit |
| 163 | Size of Tank (Approx.) -- 0.50 m dia & 0.75 m ht. |
| 164 | Pumping capacity --0.05 lit/min |
| 165 | Material of Construction -- FRP |
| 166 | Agitator and pump in lime dosing tank |
| 167 | Velocity gradient -- 50-75 m/sec |
| 168 | Dynamic viscosity -- 0.001 N-s/m2 |
| 169 | Agitator RPM --75rpm |
| 170 | Impeller dia. -- 10-12 cm |
| 171 | Shaft type and size (dia) -- 20 mm solid |
| 172 | Clear distance of shaft from bottom of tank -- 100-150 mm |
| 173 | MoC agitator -- SS 304 |
| 174 | Pump type -- Diapharma |
| 175 | Skid (Mounting frame) MoC -- MS |
| 176 | Warranty / guarantee -- 12 months |
| 177 | Rate for all item from 20.01 to 20.20 |
| 178 | Operation & Maintenance: |
| 179 | Providing operation and maintenance sevices for all plant unit for smooth functiong of the plant for one Month withSupply of labours as per the wages not less than the latest wages for the employee in construction or maintenance of roads or in building operation as per latest governemnt notification,as per respective labour lawspublished by office or the regional labour commissioner (Central) including all taxes and contractor profit etc. Complete as below for item 23.01 to 23.10 |
| 180 | A. Manpower required |
| 181 | 1.Operators -1 nos (Only in one shift) |
| 182 | 2.Cleaner/ Helper - 1 no (Only in one shift) |
| 183 | B.Work detail- |
| 184 | Operation of plant units including agitator, lime dose preparation and feeding, pumping of faecal sludge, rotary drum, screw press, rotary drier & accessories and collection and storage of treated faecal sludge as per the instructions of Engineer in-charge / Project Leader. |
| 185 | Maintenance of log book records of faecal sludge truck numbers, operating time of equipment, lime & energy consumption, approximate quantity of treated sludge generated as per the instructions ofEngineer in-charge / Project Leader. The log books shall be provided by theProject Leader. |
| 186 | Day to day maintenance of plant equipment including checking of oil levels, electrical connections, LPG connections, piping & valves, cleaning of plant premises work as per the instruction of theEngineer in-charge / Project Leader. |
| 187 | Safety gadgets including gum boots, industrial handgloves, helmets, eye protectingglasses, masksto be used for plant operation & maintenance. |
| 188 | Day to day work as per the instruction of the Engineer in charge |
| 189 | Note:- Manpower is required inone shift of 8 hours per dayexcluding Sunday. |
| 190 | Rate for all item 23.00 to 23.10 |
