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| 1 | Construction of Sewerage treatment plant of 0.45MLD Capacity based on MBBR Techonology and tertiary treatment of natural treatment system add MMfF, including evolving of hydrulic & structural design and drawing, 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 & 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 ie. PH=6.5-9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Fecal Coliform (MPN/100 ml) <100, N-Total ≤ 10 mg/litre, NH 4 -Ns 5 mg/litre. The scope of work including C/O inlet chamber, Screening channel with cleaning arrangement, Grit channels and distribution box, Anoxic Reactor of required volume Moving Bed Biofilm Reactor retrievable hydrulic diffuser, Tube Settler of required capacity , constructed wet land, sludge drying beds, multimedia filter, chlorine contact tank with required arrangement, Interconnectivity pipe of STP & Effluent Pipe, Providing and fixing Fencing Panel around the S.T.P Yard, Providing and fixing Steel Gate, Construction of Interconnecting Path, Construction of Railing Construction of Plant Building plinth area 80.80sqm i/c chowkidar room and pump house 36 sqm,, Electro - Mechanical Equipment, 1 Nos. of DG Set of 63, Plant building including establishing NABL certified laboratory as per CPHEEO manual of Sewerage and Sewage treatment, & installation of all mechanical & electrical equipment\"s as per chapter No. VI. Providing and fixing of yard lighting around STP, Remote Monitoring (Automation) of the STP with SCADA system complete in all respect. It also includes 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 dat Sheet No. 1. |
| 2 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. |
| 3 | Earth Work with dewatering |
| 4 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge. |
| 6 | Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts |
| 7 | Providing and Laying cement concrete 1:1½:3 Design Mix M30 minimum (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 8 | Foundation and Plinth |
| 9 | Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 10 | In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 11 | Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 12 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge. |
| 13 | Boulder filling dry hand packed tightly under floor as per the direction of Engineer-in-Charge with in all leads and lifts. |
| 14 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 15 | Providing Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted) |
| 16 | Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) complete in all leads and level as per direction and to the entire satisfaction of Engineer-in-charge. |
| 17 | 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 two level. Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like. |
| 18 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 19 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 20 | Edges of slabs and breaks in floors and walls under 20cm wide in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 21 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge. |
| 22 | Providing & fixing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 23 | Applying cement slurry or cement concrete work within all leads and lifts as per the direction of Engineer-in-charge |
| 24 | Providing and Fixing CI Rungs as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 25 | 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. |
| 26 | Providing and laying cement concrete 1:2:4 (1Cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of reinforcement |
| 27 | Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 28 | Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 29 | Arches upto floor two level |
| 30 | 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. |
| 31 | 20mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, inernal 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. |
| 32 | 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. |
| 33 | Providing and fixing Cast Iron Sluice valve (IS 148846:2000) complete in all respect within all leads and lifts and lifts as per the entire statisfection of Engineer-in-charge. |
| 34 | Providing, Laying and jointing & testing of MSERW pipe for outlets pipe scour pipe and over flow pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. 300MM DIA |
| 35 | Providing, Laying and jointing & testing of GI pipe for outlets pipe scour pipe and over flow pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge |
| 36 | 80MM DIA (LG) |
| 37 | 80mm dia (MG) |
| 38 | Providing and fixing 300 MM dia cast iron Sluice valve of Kirloskar/ leader make as per specification PN-1.6 with sheet pressure of 16 Kg/cm² with spindle and flanges table-17 as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 39 | Providing and fixing steel fibre reinforced concrete (SFRC) Manhole covers and frame confirming to IS : 12592 (part-I) 1988 with latest ammendments extra heavy, circular 560mm dia meter as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 40 | Providing and 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). 25 mm dia |
| 41 | 40mm dia |
| 42 | Providing and 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 patest ammendments or adition. |
| 43 | 150mm dia |
| 44 | 200mm dia |
| 45 | 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. |
| 46 | 160mm OD of HDPE Pipe (PE-80,PN-8) |
| 47 | 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. |
| 48 | Providing and fixing DI Plug 150mm Dia complete in all respect and as per latest ammendments or edition. |
| 49 | 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. |
| 50 | Providing and fixing all socket DI Tee/ cross as per IS 8329 complete in all respect within all leads and lifts. |
| 51 | Repair of PWD Road damaged during laying of Sewer pipe line. Refer Data sheet No. 4 |
| 52 | Repair of P.W.D. Katcha Road/ Katcha shoulder to be damaged during the laying of Pipe. Refer Data sheet No. 4 |
| 53 | Road Crossing metalled and tarred road with bitumen macadam. Refer Data sheet No. 4 |
| 54 | Stone solling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chaber including spreading watering and rolling of hinding material or earth work. |
| 55 | 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. |
| 56 | Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 20mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth etc. |
| 57 | Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts |
| 58 | Providing and placing in horizontal layers filtering media duly graded, screened, cleaned and washed as specified : |
| 59 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). |
| 60 | Second layer, Coarse sand, 3mm - 6mm |
| 61 | Third layer : Bajri 6mm to 20 mm. |
| 62 | Fourth layer : Bajri 20mm to 25 mm |
| 63 | Bottom layer : Broken stone 50mm to 75 mm. |
| 64 | Brick layer under bottom layer of filter media |
| 65 | Providing and fixing brass wheel valve (with hand wheel) as per IS-780 in all leads and lifts. As per direction and to the entire satisfaction of Engineer-in-Charge. 40mm dia |
| 66 | Providing and Fixing of PVC pipe 100mm dia Finolex /Diplast make complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge. |
| 67 | Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm. to 300mm as per H.P.P.W.D specification complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 68 | 2.40 metre high fencing with 3.30metre angle iron posts 65x65x6 mm girth ( minimum) 2.5 metre centre to centre with 12 horizontal lines and two diagonals of galvanised steel barbed wire (IS 278-1962 Type I) weighing 9.38 Kg.per 100 metres(minimum) strained and fixed to posts including cost of earth work and cement concrete 1 :3:6 cost of post complete in all respect. |
| 69 | Steel work in single sections including cutting,hoisting, fixingin position and applying a priming coat of red lead paint In R.S.Joists,channels angles,tees as per direction of Engineer-in-Charge upto all lead and lift. |
| 70 | Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift. |
| 71 | White washing with lime on undecorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts. |
| 72 | Providing and fixing of Cast Iron Sluice valve of Kirloskar/ Leader make (as per IS:14846:2000) of 80 mm dia as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 73 | Providing and fixing of double flanged Cast Iron Sluice valve of Kirloskar/ Leader make of 80 mm dia of Class PN-1 with standing nominal Seat pressure as per IS:780-1984 (P1) including companion flange of Table-5 with upto date ammendments as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 74 | Providing & fixing M.S. manhole cover with frame having size 600X600mm with MS angle frame size 40X40X6mm, MS Sheet having size 3.15 mm thick including locking arrangment with MS Flat of 40 mm X 6 mm thick one hinged on one side and other side locking arrangement as per the direction of Engineer-in-Charge with in all leads and lifts. |
| 75 | Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) 100mm nominal size. |
| 76 | Providing and fixing Cast Iron Cowl 100mm nominal diameter. |
| 77 | Providing form work of ordinary timber planking so as to give a rough finish including centering ,shuttering and propping etc. with wooden batten and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs and removal of the same for in-situ reinforced concrete and plain concrete in:- |
| 78 | Arches upto 6 meters span complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. |
| 79 | Finishing walls with water proofing cement paint of approved brand and manufacture of required shade on un-decorated wall surface (two coats) to give an even shade after throughly brushing the surface to remove all dirt, dust and remains of loose material sand papered stopping complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. |
| 80 | Providing, Laying and jointing, testing in trenches galvanised mild steel tubes light grade scewed and socketed as per IS 1239 including tube fitting such as bends, tees, air valves, unions,sluice valve , peet valve and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) |
| 81 | 32mm dia (LG) |
| 82 | 50mm dia (LG) |
| 83 | 65mm dia (LG) |
| 84 | Providing, Laying Jointing with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) steel flanged pipes 94% butt welding and 6% flanged pipe of following diameter Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of with standing required test pressure, including manufacturing and febrication of reducers/tapers, all short pieces, etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges l/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees te lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials (If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coal as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of bult welded joints complete in all respect to the entire satisfaction of the Engineer in charge within all leads and lifts. |
| 85 | 80mm dia (MG) |
| 86 | Providing and welding M.S. flanges complete to the entire satifaction of engineer in charge with in all leads and lifts. |
| 87 | 80 mm M.S. flanges table 5 |
| 88 | 80 mm M.S. flanges table 17 |
| 89 | 80 mm M.S. flanges table 28 |
| 90 | Providing and fixing of cast iorn sluice valve grade PN 1.6 complete in all respect with in all lead and lift to the entire satifaction of engineer in charge with in all leads and lifts |
| 91 | 80 mm table 5 |
| 92 | 80 mm table 17 |
| 93 | 80 mm table 28 |
| 94 | Gaseous Chlorination alongwith Prefabricated Structure at 2no. storage tanks:- Supplying,errection and commissioning of gaseous chlorination plant at Main Storage Tank at Kayi and sector storage Tank at Sarehkheter complete in all respect Ye having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 1 No at each along with chlorine analyzer to indicate chlorine contant level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key-1No, lead washers-6No, Ejector Gasket-2sets. Hose Clips-4No. Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit alongwith providing and installation of 50mm thick 2 Nos Aerocon Panel Prefabricated Structure size 10x9ft made out of ligh weight concrete core composed of portland cement, binders, siliceous & micaceous material aggregare with Tongue & Groove arrangement including one coat of primer and one coat of enamal paint for prefab structure including trusses parting, coloumn etc with galvalume roofing sheet of Jindal or equivalent make of 0.50 mm thick The prefetricated rooms should have MS door frame of 30mm flush door and aluminium sliding windows with frame glass 4mm thick safty rods and shutter including mosquito mesh. The structure should have electrical wining (Anchor) with swiches, sockets & Boards and other necessary fitting complete in all respect and to the best satisfaction & direction of Engineer in charge complete in all respect as per the direction of Engineer-in-charge (Refer Data Sheet No:-2 for further details.) Please Enable Macros to View BoQ information |
