|
| 1 | STP (500 KLD Capacity) |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of SCADA based STP of 500 KLD capacity based on MBBR technology With all the civil, electrical, mechanical, lnstrumentation and scada system. LT/HT panel, sub station building, DG set foundation etc. all complete. The quality of treated effluent shall be :BOD <10 mg/liter PH 6.5 to 8.5 TSS <10mg/liter COD <50mg/liter O&G <10mg/liter Total Kjeldahl Nitrogen <10mg/liter faecal coliforam - 230 MPN. with all labour, material T&P etc. all completed.Civil and E&M works (For 500 KLD plant) |
| 3 | Construction of Boundary Wall 2.0m ht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1 :4) and painting (apex painting 3 coat) as per type design and drawing at the STP site. As per type design and drawing. Boundary wall to be constructed as per actual site requirement. |
| 4 | Earth filling (2850 sqmx0.5m) |
| 5 | MS gate (3.6m wide main gate with wicket gate) |
| 6 | Construction of Internal Road (CC Road) |
| 7 | Main Pumping Station (MPS) |
| 8 | Earthwork in excavation over areas (exceeding 1.5m in depth & 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed. |
| 9 | From 0 m to 1.5 m |
| 10 | From 1.5 m to 3 m |
| 11 | From 3 m to 4.5 m |
| 12 | From 4.5 m to 6 m |
| 13 | From 6 m to 7.5 m |
| 14 | From 7.5 m to 9 m |
| 15 | From 9 m to 10.5 m |
| 16 | Providing and laying in position cement concrete of Specified grade excluding the cost centring and shuttering - all work upto plinth level 1:4:8 (9.0 - 10.50 m depth) |
| 17 | R.C.C. with cement, coarse sand and 20 mm stone ballast 1:1.5:3 in beams, slabs, columns |
| 18 | From 0 m to 1.5 m |
| 19 | From 1.5 m to 3 m |
| 20 | From 3 m to 4.5 m |
| 21 | From 4.5 m to 6 m |
| 22 | From 6 m to 7.5 m |
| 23 | R.C.C. with cement, coarse sand and 20 mm stone ballast 1:1.5:3 in slab |
| 24 | Roof slab |
| 25 | Roof beam/lintel beam |
| 26 | Reinforcement for R. C. C work including straightening, cutting, bending, placing in position and binding all complete |
| 27 | 1st Class Brick-Work In 1:4 Cement & Local-Sand Mortar In Founoation & Plinth. |
| 28 | Cement plaster in course sand in 1:4 -12 mm thick (1 cement : 4 coarse sand) (Internal) |
| 29 | Cement plaster in course sand in 1:4 -12 mm thick (1 cement : 4 coarse sand) (External) |
| 30 | Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and Jointed together at the end by end locks mounted on spedally designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters - 80x1.25 mm M. S laths with 1.25 mm thick top cover. |
| 31 | For shutters of doors, windows & ventilators Including providing & fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required (fittings shall be paid for seperately) |
| 32 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggrate. |
| 33 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new workQty. same as extrnal plastering |
| 34 | Appying one coat of cement primer of approved brand and manufacture on wall plasteringQty. same as extrnal plastering |
| 35 | Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a primer coat of approved steel primer all complete. (such as I section, channels, M.S. chequered plates) |
| 36 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm X 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent idenditification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per standard design. |
| 37 | 560 mm dia C.I. cover (heavy duty) the wiegth of the cover to be not less than 108 Kg. |
| 38 | Providing & fixing of C.I. gates of sizes testing and commissioning as per the specification and drawing. |
| 39 | Providing and fixing on wall face unplasticised -PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 40 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and wateing lead. |
| 41 | Rising main from MPS |
| 42 | Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m Including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth Including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. |
| 43 | 0.0 to 1.5 mtr. Depth |
| 44 | 1.5 to 3.0 mtr. Depth |
| 45 | Supply of 150mm dia. DI K9 pipe and special for the pumping mains Including all complete. |
| 46 | Supply and laying standard specials etc. all complete for 150mm Dia D.I. K-9 (@10%) |
| 47 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid extra) - 150mm. |
| 48 | Supply of Sluice valve 150 mm dia. PN 10, Rising Spindle, Manual Type. |
| 49 | Fixing of Sluice valve of Dia 150mm |
| 50 | Carting, laying & testing of C.I. S&S class 'LA' Tyton joint & lead joint pipes & specials and make special rubber gasket tyton joint C.I. S&S pipes & specials all classes - 150mm dia D.I. K-9 |
| 51 | Providing & Constructing masonry Chamber 1.5x1.5x1.5 m in aide, in brick work in cement mortar 1 :3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcmenl The valve chamber shall be plastered with CM 1 :4, A levelling coarse of M10 shall be provided.The cost is inclusive of excavation disposal and construction of valve chamber with modular bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. (U.E.) |
| 52 | Sluice valve |
| 53 | Estimate of Treated Effluent Pipe |
| 54 | Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not Exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50m. |
| 55 | 0.0to1.5.mtr. Depth |
| 56 | 1.5 to 3.0 mtr. Depth |
| 57 | Supply of 150mm dia. DI K9 pipe and special for the pumping mains Including all complete. |
| 58 | Supply and laying standard specials etc. all complete for 150mm Dia D.I. K-9 (@10%) |
| 59 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid extra) - 150mm. |
| 60 | Supply of Sluice valve 150 mm dia. PN 1.0, Rising Spindle, Manual Type. |
| 61 | Fixing of Sluice valve of Dia 150mm |
| 62 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid seperately) (50mm) |
| 63 | Carting, laying & testing of C.I. S&S class 'LA' Tyton joint & lead joint pipes & specials and make special rubber gasket tyton joint C.I. S&S pipes & specials all classes - 150mm dia D.I. K-9 |
| 64 | Providing & Constructing masonry Chamber 1.5x1.5x1.5 m in aide, in brick work in cement mortar 1 :3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcmenl The valve chamber shall be plastered with CM 1 :4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation disposal and construction of valve chamber with modular bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. (U.E.) |
| 65 | Sluice valve Air valve chambers |
| 66 | Thrust Block: Cement concrete with 20 mm gauge stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all material, labour T&P etc. required for proper completion of work. (4 Nos. x 0.65x0.65x0.65m) |
| 67 | Reinforecement works for thrust block (14kg/No) |
| 68 | Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including sorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50m. |
| 69 | BT Road |
| 70 | CC Road |
| 71 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chamber etc. including sorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of so m. |
| 72 | BT Road |
| 73 | CC Road |
| 74 | E/M WORKS AT MPS: |
| 75 | PumpSet:Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.)Duty of Each Pumpset working as module of (2W+2S)-: Discharge- 12 LPS, Head- 26 mwc and electric motor of 15 HP or suitable rating. |
| 76 | VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with all necessary switchgears, controlgears and protections along with automatic power factor correction feature and also compatible to PLC based SCADA Automation operation and suitable to followings motor.15 HP or suitable to above Pumpset. |
| 77 | Sluice valve Manually Operated CIDF Rising spindle type Sluice valve with gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes. |
| 78 | 100 mm dia |
| 79 | 150 mm dia for common header |
| 80 | Cast iron pipes & specials. |
| 81 | Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection. |
| 82 | Reflex Valve CIDF double flanged single/multi door swing check valves PN 1.0 having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes: |
| 83 | 100 mm dia |
| 84 | 150 mm dia for common header |
| 85 | CI Dismantling joints |
| 86 | 100 mm dia |
| 87 | 150 mm dia for common header |
| 88 | C.I. SLUICE GATES: |
| 89 | Manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) |
| 90 | Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 600mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 91 | COARSE SCREEN |
| 92 | Manual S.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 93 | E.O.T. crane of 2 MT capacity along with gantry girders, chain pulley block and geared trolley suitable for 7 m span 6m clear lift complete in all respect. |
| 94 | Pressure Guage |
| 95 | 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. |
| 96 | L.T. Panel Board |
| 97 | L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer Aluminium Bus Bar of suitable size and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following. (a) 01 No. incoming feeder from 01 Nos. from Transfomers & 01 No. from D.G. Set with following details:-(i) 01 no., 200A,4P,25 KA, M.C.C.B. for Incoming from 01 nos. Transformers with indication lamp mechanical on/off indicator.(ii) 01 no., 200A,4P,25 KA, M.C.C.B. for Incoming from 01 nos. D.G. set with indication lamp mechanical on/off indicator.(iii) One set of current transformer of suitable ratio(iv) One No. CT operated ammeter suitable ampere rating with ammeter (v) One No. Voltmeter 0-500 V with voltmeter (vi) One No power factor meter 0.5 lag/ 1-0.5 lead (vii) One No Surge arrestor Relay & One no. UV/OV Relay(viii) One No frequency meter.(b) Total outgoing feeder as follows-(i) 04 nos. 32A MCCB of 25KA capacity with indication lamp mechanical on/off indicator for pumps.(ii) Ammeter with selector switch.(iii) Single phasing preventer. (iv) Sets of timer and relays for overload and underload. (v) Suitable KVAr rating of APFC suitable capacity of capacitor bank having suitable MCCB and Discharge system with all necessary APFC relays & steps, instruments & wiring etc. Complete. (vi) 01 Nos. 16 Amps. MCCB (vii) 01 Nos. 63 Amps. MCCB for lighting.(viii) 01 Nos. 63 Amps. MCCB as Misc. load(ix) 02 Nos. 32 Amps. MCCB for spare. |
| 98 | CE/UL Certified Electromagnetic type Full-Bore Flowmeter 150 mm dia shall be suitable for bi directional flow measurement. This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall be of +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage . |
| 99 | Power and control cables |
| 100 | 1100 V grade, 3.5/4 core 10mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x4x50 mtr.) |
| 101 | 1100V grade, 2Rx3C x6 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x4x25 mtr.) |
| 102 | Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 4 Nos.pumps |
| 103 | Al. junction box in SS304, IP65 with instruments for pumps with Busbar. |
| 104 | EARTHING |
| 105 | Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) for Pumps,LT Panel & other Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal. |
| 106 | Lighting system: |
| 107 | Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. |
| 108 | S/F of 72 watt LED with lumen reflector. |
| 109 | Feeder pillar for lighting |
| 110 | Supply and laying of 4x16mm2 Al. armoured cable. |
| 111 | Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. |
| 112 | Supply and laying of unarmoured Al. cable 6 mm2 4-core Flat PVC insulated for connection of LED to junction boxes. |
| 113 | Internal electrification with fixtures. |
| 114 | S/F 1200 mm ceiling Fan for LT Room |
| 115 | S/F of exhaust Fan for LT Room.& Other rooms. |
| 116 | Earthing of street light pole (SOR-41) |
| 117 | Painting of street light (P5-634) |
| 118 | Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) |
| 119 | 12 mm thick rubber mating for safe working on. |
| 120 | Tools and Spanners: |
| 121 | Hydrulic crimping tools- Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm |
| 122 | Mannual crimping tools- Crimping range: 400 sq.mm. |
| 123 | Tong tester (AC/DC-1000A) , Multimeter (AC/DC-1000A), Megger (AC/DC-500V), Screwdriver (6\\"x 12\\"), Plier (250mm) |
| 124 | Chain wrench (12\\"x18\\"), Pipe wrench (1200mm) |
| 125 | Installation of above equipments with all required materials & fittings with labour. |
| 126 | Testing of all above E/M Items at O.E.M. Place. |
| 127 | Commissioning of all above E/M Items |
| 128 | Chequered plate of required size so as to cover all trenches. |
| 129 | D.G. Set |
| 130 | Supply of 62.5 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure.Method of cooling- water, Method of Aspirartion- Turbo Charged. |
| 131 | Supply of Auto Mains Failure Panel (AMF) fabricated from CRCA sheet steel 2mm thick power coated finished, start and stop commands, control relays, selectors switch for ammeter and voltmeter, timers, hooter, visual and alarm indication for faults, UPS, operator inter face panel complete in all respect suitable for above DG sets. |
| 132 | Supply and laying of 1100 voltage grade,1x3.5Cx50 mm2 Al. conductor, XLPE insulation , armoured cable from DG terminal to DG.Panel & from DG Panel to LT Panel. |
| 133 | Installation, testing and Commissioning of D.G. Set & AMF Panel with PCC Foundation works,Double Earthing works complete with Al. strip size 25X6mm , complete as per IS & IER. |
| 134 | Erection of All above equipments and fencing with iron mesh (if required)etc. complete in all respect. |
| 135 | Commissioning of All above equipments etc. complete in all respect. |
| 136 | Trial Run & Maintenance of Three Months including liquid chlorine, Diesel and other consumables (excluding electricity charges) for MPS |
| 137 | Trial Run & Maintenance of Three Months including liquid chlorine, Diesel and other consumables (excluding electricity charges) for STP Please Enable Macros to View BoQ information |
