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| 1 | STP with CO- TREATMENT PLANT and MPS |
| 2 | Survey, soil investigation, quantitative and qualitative testing, hydraulic and structural design/ drawing (including vetting from any renowned Engineering Institution) and |
| 3 | Construction of Sewage Treatment Plant of 5.50 MLD capacity with 8.0 KLD Co treatment including Pre-Treatment (Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, Pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having twin lobe Air Blowers, inlet/outlet analysers, corrossion resistant motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors, Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets, Electric Substations, Transformers, Pumps and HT/LT/Control Panels, Laboratory, Store room, Admin block and other required buildings including toilet for labours and staff, all electrification, water supply arrangement, compound devolopment , supply and installation of OCEMS, laboratories, meter room etc. all complete. The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD 10mg/l, COD-30 mg/l, Residual chlorine-nil, TKN-10mg/l, NitrateN-10 mg/l, F.C.-230 MPN/100ml, Dissolved P-5mg/l (preferable2mg/l) or its latest ammendments. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual. |
| 4 | Civil work of MPS of 12.60 MLD average flow (peak factor 2.25 i.e. 28.35 MLD peak flow), Rising main, interconnection of gravity main in MPS and rising main into STP inlet at proper level and alignment including hydraulic testing, Metering room, H.T. panel room, Transformer and D.G.platform, screen channel, Gate valve chamber, Sluice valve chamber, Air valve chamber, common header chamber, bypass system etc complete for proper completion of work in all respect. |
| 5 | Rising Main from MPS to STP |
| 6 | Supply of following sizes DI pipes Class K-7 including DI specials such as bends, reducers, collars etc., all jointing materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. complete |
| 7 | 400 mm dia |
| 8 | Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m, refilling of excavated earth into trenches and removal and disposal of surplus earth within a distance of 50 m from centre of the trenches. |
| 9 | In ordinary soil (0.00-1.50) |
| 10 | Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 11 | 400 mm dia |
| 12 | Supply of following sizes of CI D/F non rising GM spindle type sluice valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to relevant IS code at site store. |
| 13 | 400 mm dia |
| 14 | Carting of sluice valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete. |
| 15 | 400 mm dia |
| 16 | Supply of all materials, labour, T&P etc. and construct scour valve chamber as per type design. |
| 17 | Masonary type |
| 18 | I&D OF DRAINS/COLLECTION CHAMBER/ TAPPING ARRANGEMENT |
| 19 | Supply of all materials, labour & T&P etc., excavation, PCC, RCC work for Construction of Collection Chamber and Tapping arrangement at Drains including survery, soil investigation, design/ drawing etc. complete as per directions of Engineer In Charge |
| 20 | INTERCEPTOR TRUNK MAIN AND APPURTENANT WORKS UPTO MPS(CSZ AREA) |
| 21 | Provide, erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground level (0.30 m BGL) fixed vertically @ 2.5 m c/c and horizontally @ 0.50 m and tied with coir rope firmly. |
| 22 | Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. |
| 23 | (A) Ordinary soil |
| 24 | A. 0.00 - 1.50 m. depth |
| 25 | B. 1.50 - 3.00 m. depth |
| 26 | C. 3.00 - 4.50 m. depth |
| 27 | D. 4.50 - 6.00 m. depth |
| 28 | E. 6.00 - 7.50 m. depth |
| 29 | B) In soil mixed with kankar and boulders |
| 30 | A. 0.00 - 1.50 m. depth |
| 31 | B. 1.50 - 3.00 m. depth |
| 32 | C. 3.00 - 4.50 m. depth |
| 33 | D. 4.50 - 6.00 m. depth |
| 34 | E. 6.00 - 7.50 m. depth |
| 35 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 36 | c. 3.00 - 4.50 m. depth |
| 37 | d. 4.50 - 6.00 m. depth |
| 38 | e. 6.00 - 7.50 m. depth |
| 39 | Bedding below ground level at special depth with well graded crushed rock of gravel maximum size 25 mm |
| 40 | b. 1.50 - 3.00 m. depth |
| 41 | c. 3.00 - 4.50 m. depth |
| 42 | d. 4.50 - 6.00 m. depth |
| 43 | e. 6.00 - 7.50 m. depth |
| 44 | PCC work in bedding below ground level at special depth with well graded crushed roack of gravel maximum size 25 mm or PCC 1:4:8 |
| 45 | c. 3.00 - 4.50 m. depth |
| 46 | d. 4.50 - 6.00 m. depth |
| 47 | e. 6.00 - 7.50 m. depth |
| 48 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waller. |
| 49 | (a) 0.0 - 3.00 m |
| 50 | Same as above but for close timbering below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. Thick sal ballies. |
| 51 | 1.50 - 3.00 m. depth |
| 52 | 3.00 - 6.00 m. depth |
| 53 | 6.00 - 9.00 m. depth |
| 54 | Same as items above but left in Trenches (used timbering) |
| 55 | 0.00 - 3.00 m. depth |
| 56 | 3.00 - 6.00 m. depth |
| 57 | 6.00 - 9.00 m. depth |
| 58 | Supply of following type RCC NP-3/NP-4 pipe with SS ends with epoxy coating as per IS 458-2003 (Ammended upt ot date including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended up to date) including, transportation, labour required, transportation loading and unloading and stacking etc. (excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked. |
| 59 | For RCC Sewer Pipes NP3 |
| 60 | 250mm dia |
| 61 | 300 mm dia |
| 62 | 350 mm dia |
| 63 | 400 mm dia |
| 64 | 500 mm dia |
| 65 | For RCC Sewer Pipes NP4 |
| 66 | 350 mm dia |
| 67 | 400 mm dia |
| 68 | Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked. |
| 69 | For RCC NP-3 Pipes |
| 70 | 250 mm. Dia |
| 71 | c. 3.00 - 4.50 m. depth |
| 72 | 300 mm. Dia |
| 73 | c. 3.00 - 4.50 m. depth |
| 74 | 350 mm. Dia |
| 75 | c. 3.00 - 4.50 m. depth |
| 76 | d. 4.50 - 6.00 m. depth |
| 77 | 400 mm. Dia |
| 78 | b. 1.50 - 3.00 m. depth |
| 79 | c. 3.00 - 4.50 m. depth |
| 80 | d. 4.50 - 6.00 m. depth |
| 81 | 500 mm. Dia |
| 82 | c. 3.00 - 4.50 m. depth |
| 83 | For RCC NP-4 Pipes |
| 84 | 350 mm. Dia |
| 85 | d. 4.50 - 6.00 m. depth |
| 86 | 400 mm. Dia |
| 87 | d. 4.50 - 6.00 m. depth |
| 88 | e. 6.00 - 7.50 m. depth |
| 89 | Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing. |
| 90 | 1200 mm internal dia, 2.30 m deep |
| 91 | 1500 mm internal dia, 4.95 m deep |
| 92 | 1800 mm internal dia, 9.00 m deep RCC Manhole due to water level is up |
| 93 | Increase/decrease in manhole shaft for every additional depth in following size of circular manhole. |
| 94 | 1200 mm internal dia, 2.30 m deep |
| 95 | 1500 mm internal dia, 4.95 m deep |
| 96 | 1800 mm internal dia, 9.00 m deep RCC Manhole due to water level is up |
| 97 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work. (1% of the total excavated value for filling under road work, pipeline, and around manholes.) |
| 98 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 99 | Bitumen Road |
| 100 | CC Road |
| 101 | Interlocking |
| 102 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 103 | Reinstatement of Road after Laying of pipe in Internal Bitumen Road including sand filling, GBM 125mm thick compacted layer, WBM 150mm thick, priming coat, bitumen emulsion over priming coat, BM 40mm thick and 25mm thick SDBC etc. |
| 104 | Permanent Reinstatement of BOE Road with 60% new brick and 40% used old brick including all materials, labour T&P etc. complete. |
| 105 | Reinstatement of C.C.Road |
| 106 | Permanent reinstatement of interlocking tiles with 60% new tiles (80mm thick M-30 Grade) over PCC 1:4:8 stone ballast 75 mm thick including all material, Labour, T&P etc. complete. |
| 107 | Supply all materials, labour, tools and plant and Horizontal directional drilling machine laying and jointing by electric welding of following MS casing pipe by trenchless with water jetting system. |
| 108 | 300mm dia |
| 109 | Disposal of surplus earth from the site upto STP campus for filling |
| 110 | Treated effuent line -RCC NP-3 Pipes |
| 111 | Clearing Jungle including uprooting of vegitation, grass, brush rank wood trees and saplings of girth upto 30cm measured at a height of Im above ground level and removal of rubbish upto al som 95.00 distance of Som outside the periphery of the areal cleared |
| 112 | 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. |
| 113 | 0.0 to 1.5 mtr. Depth-100% |
| 114 | 1.5 to 3.0 mtr. Depth |
| 115 | Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I(mode of measurement compacted volume). |
| 116 | Supply of ISI Marked RCC NP-3 Pipe confirming to IS-458/2003 or its latest amendment(s) including cost of one no. of RCC coupling with a set of 3 rubber rings per meter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. |
| 117 | Pipes conforming to IS-458/2003 |
| 118 | 1000 mm |
| 119 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions, tail pieces etc. |
| 120 | Carting From Store, Laying, Jointing & Testing Rcc Np-3 Pipe With Fitting Etc. |
| 121 | 1000 mm |
| 122 | Providing all materials, labout, T&P etc. complete and Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement: 3 coarse sand) for valve, with cast in situ RCC slab with necessary reinforcment. 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 moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. |
| 123 | Sluice valve Chamcer |
| 124 | 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 unserviceable materials upto distance of 50 m. |
| 125 | B.O.E road |
| 126 | Reinstatement 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 50 m. |
| 127 | B.O.E road |
| 128 | Construction of Boundary wall including supply of all materials, labour T & P etc complete |
| 129 | Construction of framed structure boundary wall 1.5 m above plinth level with 0.60 m high barbed wire fencing over Sewage Treatement Plant site. |
| 130 | Supply and fixing of 3.6 m wide gate including construction of gate pillar as per type design etc complete. |
| 131 | Supply and fixing of 1.2 m wicket gate including construction of gate pillar as per type design etc complete. |
| 132 | Construction of Interlock approach road including supply of all materials labour T&P etc.Complete |
| 133 | Provision for arboriculture for development of campus |
| 134 | Filling of carted earth in STP campus. |
| 135 | E/M Work |
| 136 | Electromechanical Items for MPS Mehdawal |
| 137 | Pumping Plants LT panel along with other accessories, Screen & Gates, 11/0.40 KV 100 KVA Electric Sub station with HT Panel , Diesel Generating Set (1X 82.5 KVA) |
| 138 | Cost of 3 months Trial run |
| 139 | Cesspool vehicle of 2000 Litre capacity Please Enable Macros to View BoQ information |
