|
| 1 | STP (8.0 MLD) with Co-Treatment (20.00 KLD) including MPS |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of8.0 MLD STP with 20.0 KLD co treatment facilities including MPS 18.49 mld (peak flow 41.60 mld capacity) with all the civil, electrical, mechanical, instrumentation and scada enabled operationsystem, LT/HTpanel, transfermer and substation with building, DG set with foundation, admin buidling, Boundrywall 1.8 mtr height above plinth level,3.60 mtr wide MS gate,internal road, staff quarter 2 set with all electrification ,water supply arrangement, Online continous effluent monitoring system,laboratorie sent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, STPis based on SBR technology. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual. |
| 3 | Treated effluent line - AC pressure pipes |
| 4 | Clearing jungle including uprooting of rank vegitation, grass, brush wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 5 | 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.Depth do - in all kindes of soil - 100% |
| 6 | 0.0 to 1.5 mtr. |
| 7 | 1.50-3.00 mtr |
| 8 | 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). |
| 9 | Supply of ISI Marked A.C. Pressure Pipe confirming to IS-1592/2003 or its latest amendment(s) including cost of one no. of AC coupling with a set of 3 rubber rings permeter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. Class 15 |
| 10 | Pipes conforming to IS-1592/2003 - 450 mm |
| 11 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. including supply of all specials required. |
| 12 | Carring from store,laying,jointing and testing with all work complete.(450 mm dia) |
| 13 | Providing & Constructing masonry Chamber 1.5x1.5x1.5m inside, in brick work incement 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 cement mortar with 1:4 ratio , 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. for sluice volve |
| 14 | Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 15 | B.O.E road |
| 16 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m |
| 17 | B.O.E road |
| 18 | I&D structure |
| 19 | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance 50 mtr |
| 20 | In Screen Channel |
| 21 | 0.00 to 1.50 m |
| 22 | 1.50 to 3.00 m |
| 23 | In Silt Chamber |
| 24 | 0.00 to 1.50 m |
| 25 | 1.50 to 3.00 m |
| 26 | In Outlet chamber |
| 27 | 0.00 to 1.50 m |
| 28 | 1.50 to 3.00 m |
| 29 | 3.00 to 4.50 m |
| 30 | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast |
| 31 | In Screen Channel |
| 32 | In Chamber |
| 33 | In Outlet Chamber |
| 34 | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 2cm gauge stone ballast. |
| 35 | In Screen Channel |
| 36 | In Chamber |
| 37 | In Outlet Chamber |
| 38 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in M-30 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be suppl ied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. in Screen Channel, in silt chamber, in Outlet chamber wall |
| 39 | 0-1.5m depth |
| 40 | 1.5-3.0m depth |
| 41 | RCC work with cement, coarse sand and graded stone aggregate 20 mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 42 | In Slab |
| 43 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. In Slab |
| 44 | In Slab |
| 45 | Supply of dell all in one pc with latest configuration ( intel I core 7 processor 16 gb ram 1 TB ssd with windows 11 and mS office) |
| 46 | Providing and fixing PerforatedRCC Slab. (100mm thick) |
| 47 | in Slab |
| 48 | Provision of nalla diversion at the time of cunstruction including making bandha and diversion of drain. |
| 49 | Providing and fixing footsteps in the walls. |
| 50 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal dia |
| 51 | Hand operated cast iron single phases Weir Gate, rising spindle type generally as per IS 13349 Class-1, having cast iron frame & door fitted with St. Steel CF-8M faces M.S extension road with coupling and CI Guide brackets suitable to a required distance. Sluice gate shall be provided with C.I. Geared head stock with hand wheel & supporting M.S Channel. In Nala (Size-1.0x0.50m) |
| 52 | Manual coarse bar screen size 2.0mx1.00m meter and bar spacing 40mm in SS-304 as per site requirement. |
| 53 | Site clearance and other unforeseen items. |
| 54 | I&D PIPES AND APPURTENANCES |
| 55 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same includinggetting 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 |
| 56 | 0.00 to 1.50 m |
| 57 | 1.50 to 3.00 m |
| 58 | 3.00 to 4.50 m |
| 59 | 4.50 to 6.00 m |
| 60 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125x75mm Indian Sal Wood wallers and 100mm dia sal wood ballies for shuttering at 1.5m C/C including all labour etc , complete |
| 61 | 0.00 to 3 m |
| 62 | 03.00 to 06.00 m |
| 63 | Same as item No. 3 but for open timbering (No timbering for depth 0-1.5m) |
| 64 | 1.50 to 03.00 m |
| 65 | Supply of following sizes of RCC spigotted and socketed non pressure pipes (Dia. In mm) with structural strength as per IS 458 : 2003 and its latest amendment(s). |
| 66 | NP3 |
| 67 | 250 mm dia |
| 68 | 300 mm dia pipe |
| 69 | 400 mm dia pipe |
| 70 | 600 mm dia pipe |
| 71 | 700 mm dia pipe |
| 72 | 1000 mm dia pipe |
| 73 | Carting following sizes of R.C.C. Hume pipe NP3 Class Socket/spigot rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth. |
| 74 | 250 mm dia pipe |
| 75 | 0.00 to 1.50 m |
| 76 | 1.50 to 3.00 m |
| 77 | 300 mm dia pipe |
| 78 | 0.00 to 1.50 m |
| 79 | 1.50 to 3.00 m |
| 80 | 3.00 to 4.50 m |
| 81 | 400 mm dia pipe |
| 82 | 0.00 to 1.50 m |
| 83 | 1.50 to 3.00 m |
| 84 | 3.00 to 4.50 m |
| 85 | 600 mm dia pipe |
| 86 | 4.50m to 6.00 m |
| 87 | 700 mm dia pipe |
| 88 | 4.50 to 6.00 m |
| 89 | 1000 mm dia pipe |
| 90 | 4.50 to 6.00 m |
| 91 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20mm gauge approved stone ballast (1:2:4) including supply of all materials, labour,T&Petc. required for theproper completionofwork. (Asper statement attached |
| 92 | 0.00 to 1.50 m |
| 93 | 1.50 to 3.00 m |
| 94 | 3.00 to 4.50 m |
| 95 | 4.50 to 6.00 m |
| 96 | Construction of circular type brick masonry manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12mm nominal size), foundation concrete 1:4:8 graded stone aggregate other than granite 40mm nominal size, wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12mm thick 1:3 finished smooth with neat cement, pinning, out side plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12mm nominal size) complete as per specifications. |
| 97 | 900mm internal dia., 1.65m deep |
| 98 | 1200mm internal dia., 2.30m deep |
| 99 | 1500mm internal dia., 4.95m deep |
| 100 | 1800mm internal dia., 9.0 m deep |
| 101 | Extra for every additional depth of 1 mtr part there of in following size of circular manholes. |
| 102 | 900mm internal dia., 1.65m deep |
| 103 | 1200mm internal dia., 2.30m deep |
| 104 | 1500mm internal dia., 4.95m deep |
| 105 | 1800mm internal dia., 9.0 m deep |
| 106 | Dismantling/Cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable material sand disposal of unserviceable materials upto distance of 50 m. |
| 107 | Bituminous road |
| 108 | Concrete road |
| 109 | Interlocking road |
| 110 | B.O.E road |
| 111 | Reinstatement of the following typeof road for layingsewers, manholes, sewer connectionchambersetc. includingshorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 112 | Bituminous road |
| 113 | Concrete road |
| 114 | Interlocking road |
| 115 | B.O.E road |
| 116 | Providing and erecting temporary barricading at site as perdrawing/direction of Engineer-in-Charge which includes hiring of Eucalyptus Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge.The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many timesas required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment sand works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).The rate is for unit length of pipe laying. |
