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| 1 | Submission and approval of surveys, Soil Investigation, Design, Working including all layout, sections, typical details Shop drawings, as built drawings….etc. complete for all components of works 1.4 MLD STP Dhalli-II at Ghati Mohanpur based on SBR technology including all auxillary buildings / structural and all allied works as mentioned in tender document. Contractor shall submit working drawing and implementation schedule as per priority given by Engineer-In-charge for approval. Payment shall be released on prorata basis only after approvalof working Drawings as per implementation schedule. Complete as per direction of Er-in Charge.(Schedule -A) |
| 2 | Construction, Site development, testing, commissioning and giving satisfactorily trials of 1.4 MLD STP of SBR technology which can be accommodated in limited identified land space consisting of Primary, Secondary and Tertiary Treatment Units as per the requirement of designed CPHEEO norms relevant IS codes etc. necessary piping work with required valves, gates, drains, path Ways, Administration Block cum Laboratory, Laboratory Equipments, Internal Roads, Pathways, Compound Wall, Tools and plants, Treated effluent arrangements complete as turnkey job with all involved Civil, electrical, (Including transformer) Instrumentation and mechanical works Inclusive of following Items, units as per detailed specifications for civil, electrical, Instrumentation and mechanical components complete to achieve latest CPCB/ HPPCB / CPHEEO discharge standards pH 6.5- 8.5, BOD < 10ppm, COD<50ppm, TSS < 10ppm, NH4-N <5ppm, N-Total<10ppm, Total Phosphorus (PO4-P) =1 ppm, Faecal Coliforms <100 MPN/100ml and Total residual Chlorine =1 ppm to get recyclable quality of water for Industrial / agricultural purposes. .All units shall be interconnected with administration building by suitable or RCC overhead walkways, boundary wall of average 4.0 mtr complete fencing (Campus should covered with boundary wall and fencing) at the STP component as per the scope and confirming norms as mentioned above. The plant should be completely automated with PLC - SCADA complete from Primary, secondary and Tertiary treatment etc price of items including GST and payment will be released on prorata basis complete as per Direction of Er-in Charge.(Schedule -B) |
| 3 | Operation and Maintenance cost of 1.4 MLD STP including entire Network of 27 Km of various diameter for 5 Years which includes cost of manpower, Chemicals and consumables, Residual disposal charges (Transportation) and repair & maintanence excluding three years defects liability period (from 4th year of Operation and Maintanence contract complete in all respect as per direction of Er-in-Charge.(Schedule -C) |
| 4 | For 1st year |
| 5 | For 2nd year |
| 6 | For 3rd year |
| 7 | For 4th year |
| 8 | For 5th year |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer- in-charge. |
| 10 | Excavation in foundation, trenches etc., in earth work (in all kind of soil )such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect. |
| 11 | Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. |
| 12 | 150 mm |
| 13 | 200 mm |
| 14 | 250 mm |
| 15 | Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with pipe as per item No. 3, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. |
| 16 | 150 mm dia double socket DI Bend of require degree |
| 17 | 90 degree |
| 18 | 45 degree |
| 19 | 22.50 degree |
| 20 | 11.25 degree |
| 21 | Providing and fixing DI Tee 150mm x 150 mm x 100mm |
| 22 | Providing and fixing DI Tee 150mm x 150 mm x 150mm |
| 23 | MJ Coller 150 mm dia |
| 24 | 200 mm dia double socket DI Bend of require degree |
| 25 | 90 degree |
| 26 | 45 degree |
| 27 | 22.50 degree |
| 28 | 11.25 degree |
| 29 | providing and fixing DI Tee 200mm x 200 mm x 150mm |
| 30 | MJ Coller 200 mm dia |
| 31 | 250 mm dia double socket DI Bend of require degree |
| 32 | 90 degree |
| 33 | 45 degree |
| 34 | 22.50 degree |
| 35 | 11.25 degree |
| 36 | Providing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR quality) conforming to IS 12820/1989. |
| 37 | 150 MM |
| 38 | 200 MM |
| 39 | 250 MM |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) (For 150 MM dia pipe) |
| 41 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete as direction of er-in-charge( For 150 MM dia pipe) |
| 42 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Foundation ,footings basis of columns etc and mass concrete complete as direction of er-in-charge. |
| 43 | Providing fixining of SFRC frame cover manufacture as per BIS:12592 (Part 1 &2) for Manhole of load capacity of 20 MT having diameter 560 mm complete installation as per direction of er-in-charge. |
| 44 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete as direction iof er-in-charge. (For Slab) |
| 45 | Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete upto level @110kg/m^3 as per the direction of er in charge. (For 833 Nos. Manhole) |
| 46 | stone soling properly hand packed for the restoration of damaged propert complete as direction of er -in-charge. |
| 47 | P/L Cement Concrete work 1:2:4 (1cement :2sand :4stone aggregate 40mm nominal size) and curing complete excluding cost of form work in :-Foundation and plinth. |
| 48 | Disposal of moorum /building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting , unloading to approved muncipal dumping ground for lead upto 10 km for all lifts, complete as per direction of Engineer-in -charge . Note- Item to be applicable in urben area having direction for restricted hours for movement/playing of load carrying motor vehicle of 3.5 cum or more( Avg 40% of excavation) |
| 49 | stone filling behind wall Please Enable Macros to View BoQ information |
