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| 1 | Construction of Sewage Treatment Plant for Zone-1 of 0.700 MLD capacity based on MBBR technology and tertiary treatment of naturel treatment system and MMF, including evolving of hydraulic and structural designs and drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre and suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /100 ml) <100, N - Total ≤ 10 mg/litre, NH4 - Ns 5 mg/litre. The scope of work includes construction of Inlet Chamber, Screening Channel with cleaning arrangement, Grit channels and distribution box. Anoxic reactor of required volvume, moving bed biofilm reactor of required volume with retrievable type diffusers. Tube settler of required capacity, constructed wet land, sludg drying beds, multimedia filter, chlorine contact tank with required arrangement Interconnectivity pipe of STP and Effluent Pipe, Providing and fixing fencing panel around the STP yard, Providing and fixing steel gate, Construction of interconnecting path, Construction of railing construction of plant building plinth area 80.50 sqm i/e chowkidar room and pump house 36 sqm, Electro Mechanic Equipment’s 1 Nos of DG set for full load capacity. Plant building including establishing NABL certified laboratory as per CPHEEO manual of Sewerage and sewage treatment and installation of all mechanical and electrical equipments as per chapter . Providing and fixing of yard lighting around STP, It also include site development for all civil structures complete in all respect as per the entire satisfaction of Engineer-in-charge. After successfully commissioning of STP Operation, maintenance of STP shall be carried out free of cost by contractor for 90 days to achieve above mentioned effluent standards. Refer Data Sheet No.1 |
| 2 | Construction of Sewage Treatment Plant for Zone-3 of 0.65 MLD capacity based on MBBR technology and tertiary treatment of naturel treatment system and MMF, including evolving of hydraulic and structural designs and drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre and suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /100 ml) <100, N - Total ≤ 10 mg/litre, NH4 - Ns 5 mg/litre. The scope of work includes construction of Inlet Chamber, Screening Channel with cleaning arrangement, Grit channels and distribution box. Anoxic reactor of required volvume, moving bed biofilm reactor of required volume with retrievable type diffusers. Tube settler of required capacity, constructed wet land, sludg drying beds, multimedia filter, chlorine contact tank with required arrangement Interconnectivity pipe of STP and Effluent Pipe, Providing and fixing fencing panel around the STP yard, Providing and fixing steel gate, Construction of interconnecting path, Construction of railing construction of plant building plinth area 80.50 sqm i/e chowkidar room and pump house 36 sqm, Electro Mechanic Equipment’s 1 Nos of DG set for full load capacity. Plant building including establishing NABL certified laboratory as per CPHEEO manual of Sewerage and sewage treatment and installation of all mechanical and electrical equipments as per chapter no. VI . Providing and fixing of yard lighting around STP, It also include site development for all civil structures complete in all respect as per the entire satisfaction of Engineer-in-charge . After successfully commissioning of STP Operation, maintenance of STP shall be carried out free of cost by contractor for 90 days to achieve above mentioned effluent standards. Refer Data Sheet No.2 |
| 3 | Construction of Intermittent Pumping Station for Zone-2 to Zone-3 Sewage Treatment Plant of 0.350 MLD capacity, including evolving of hydraulic and structural designs and drawings, planning, testing and commissioning. The IPS should be capable of treating domestic raw sewage having characteristics of BOD=350mg/ltr and suspended solid= 650mg/litr. The scope of work includes construction of Inlet Chamber, Screen Channel and Wetwel (i/e P/L of rising main and pumping machinery), Pump House cum chowkidar Room (plinth area 36.00 sq.m.), Automization, Automatic reciprocating type screen, electromagnetic flow meter, DG set, fencing panel around the IPS yard (PandF), steel gate (PandF) flood security light arrangements (as per chapter no. 1 (b) Refer data sheet no. 3) |
| 4 | Construction of Intermittent Pumping Station for Zone-4 to Zone-3 Sewage Treatment Plant of 0.150 MLD capacity, including evolving of hydraulic and structural designs and drawings, planning, testing and commissioning. The IPS should be capable of treating domestic raw sewage having characteristics of BOD=350mg/ltr and suspended solid= 650mg/litr. The scope of work includes construction of Inlet Chamber, Screen Channel and Wetwel (i/e P/L of rising main and pumping machinery), Pump House cum chowkidar Room (plinth area 36.00 sq.m.), Automization, Automatic reciprocating type screen, electromagnetic flow meter, DG set, fencing panel around the IPS yard (PandF), steel gate (PandF) flood security light arrangements (as per chapter no. 1 (b) Refer data sheet no. 4) |
| 5 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. |
| 6 | Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Providing and laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- |
| 8 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 9 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 10 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. |
| 11 | Providing and laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. |
| 12 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain. |
| 13 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge. |
| 14 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth and string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge. |
| 15 | 2nd class brick work using common brunt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4sand) within all leads and lifts as per the direction of Engineer-in-charge. |
| 16 | 20mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6sand) inner side including cost and carriage of material within all leads, lifts and other incidentials. |
| 17 | Providing Tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 18 | Applying cement slurry or cement concrete work within all leads and lifts as per the direction of Engineer-in-charge |
| 19 | Providing and fixing CI Rugs within all leads and lifts as per the direction of Engineer-in-charge |
| 20 | Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) within all leads lifts complete in all respect. |
| 21 | Providing and fixing SMC panel water tank on PCC base along with floating valve, complete in all respect within all leads and lifts and lifts as per the entire statisfection of Engineer-in-charge.(500 Ltrs capacity each) |
| 22 | Laying, jointing in trenches, galvanised mild steel tubes (light grade), tube fittings including testing of joint complete (cost of excavation is to be measured and paid seperately). |
| 23 | 25mm nominal bore |
| 24 | Providing and fixing Cast Iron Sluice valve (IS 14846:2000) complete in all respect within all leads and lifts and lifts as per the entire statisfection of Engineer-in-charge. |
| 25 | 65mm nominal size |
| 26 | Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per latest ammendments or adition. |
| 27 | a)150mm dia |
| 28 | Providing, lowering, laying and jointing HDPE pipe (conforming to IS 14333 with up to date ammendments) in proper position by butt fusion joining procedure in cluding hydraulic testing as per relevant IS Code, complete within all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessiries for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-7634 (PartII) 2012 ammended upto date. |
| 29 | 160mm OD of HDPE Pipe (PE-80, PN-8) |
| 30 | Providing and fixing double socket flanged Y Tee 150x150mm Dia as per IS 8329-2900 complete in all respect within all leads and lifts and as per latest ammendments or edition. |
| 31 | Providing and fixing DI Plug 150mm Dia complete in all respect and as per latest ammendments or edition. |
| 32 | Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition. |
| 33 | Providing and fixing all socket DI Tee/ cross as per IS 8329 complete in all respect within all leads and lifts. |
| 34 | Stone solling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chamber including spreading watering and rolling of hinding material or earth work. |
| 35 | Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 40mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth etc. |
| 36 | Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth etc. Please Enable Macros to View BoQ information |
