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| 1 | STP with CO- TREATMENT PLANT and MPS |
| 2 | Construction of Sewage Treatment Plant of 12.50 mld Capacity With 21.0 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 state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) 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 Substation, Transformers,Pumps and HT/LT/Control Panels, Laboratory, Store room, admin block, all electrification ,water supply arrangement, compound devolopment , supply and installation of OCEMS, laboratories, meter room etc. all complete for co-treatment facilities and other required buildings including toilet for labours and staff. The quantities of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is:PH-6.5 TO 8.5, TSS-10 mg/l, Oil&Grease-10 mg/l, BOD 10mg/l, COD<50 mg/l, Residual chlorine-nil, TKN-10mg/l, NitrateN-10 mg/l, F.C.<100 MPN/100ml, Dissolved P-5mg/l (preferable2mg/l). STP is 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 | MAIN PUMPING STATION 10 M DIA (11.0 M DEPTH) |
| 4 | Barricading of both side of trenches with the help of Balli, Bamboo etc. in three rows upto 1m high post should be fixed at 3m etc. including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricading will be only one side. |
| 5 | Excavation in foundation in Oridinary soil including lift as specified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge. |
| 6 | 0.00 - 1.50 M |
| 7 | 1.50 - 3.00 M |
| 8 | 3.00 - 4.50 M |
| 9 | 4.50 - 6.00 M |
| 10 | 6.00 - 7.50 M |
| 11 | 7.50 - 9.00 M |
| 12 | 9.00 - 10.50 M |
| 13 | 10.50 - 12.00 M |
| 14 | Supply, Fabrication and fixing of well kerb cutting edge which inludes angle section and MS plate as per design |
| 15 | Sinking of sump well wall of 10.00 m dia in all type of soil below ground level including supply and errection of all working T & P and equipments as well as loading and unloading of weight also bailing out of water when and where required with all T & P for proper sinking but excluding RCC work.Below GL |
| 16 | 0.00 - 3.00 M |
| 17 | 3.00 - 6.00 M |
| 18 | 6.00 - 9.00 M |
| 19 | 9.00 - 12.00 M |
| 20 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 21 | 9.00 - 10.50 M |
| 22 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work below GLFor Sump Well |
| 23 | 9.00 - 10.50 M |
| 24 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 25 | FOR SUMP RAFT |
| 26 | 9.00 - 10.50 M |
| 27 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 28 | RCC WALL |
| 29 | Above GL (0.00 - 3.00 m) |
| 30 | Wall Thickness = 0.40 M |
| 31 | 0.00 - 1.50 M (3.14 x 6.8 x 0.4)x1.5 |
| 32 | 1.50 - 3.00 M (3.14 x 6.8x0.40)x1.5 |
| 33 | Wall Thickness = 0.50 M |
| 34 | 0.00 - 1.50 M (3.14 x 8.5x0.50)x1.5 |
| 35 | 1.50 - 3.00 M (3.14 x 8.5x0.50)x1.5 |
| 36 | Wall Thickness = 0.60 M |
| 37 | 6.00 - 7.50 M (3.14 x 9.2x0.60)x1.5 |
| 38 | 7.50 - 9.00 M (3.14 x 9.2x0.60)x1.5 |
| 39 | 9.00 - 10.50 M (3.14 x 9.2x0.60)x1.5 |
| 40 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work in T-Beam slab and canti lever chajja in proportion 1:1.5:3 |
| 41 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 42 | Supply and fixing of MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete. |
| 43 | Supply and fixing of steel ladder including supply of all materials, labour and T&P etc. complete for proper completion of work. |
| 44 | Disposal of surplus earth from the site upto a distance of 10 Kms. including all labour, loading unloading truck charges including all materials,T&P etc. complete for proper completion of work. |
| 45 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 46 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 47 | Provision for MS jali to cover the chamber |
| 48 | PUMP HOUSE |
| 49 | First class brick work in 1:6 cement & coarse sand in superstructure including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 50 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 51 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 52 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 53 | FLOORING |
| 54 | Kota Stone flooring in PH |
| 55 | 40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete. |
| 56 | Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxide and two coats of black Japan paint including fabrication, supply and fixing of chequered plates. |
| 57 | Provision for water proofing compound. |
| 58 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 59 | Supply of all materials, labour, T&P etc. for fabrication of M.S. flat grills in windows. |
| 60 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 61 | Door&Window |
| 62 | Supply of rubber matting. |
| 63 | Supply and fixing of exhaust fan. |
| 64 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 65 | Enamel painting in door & windows including labour and material costs. |
| 66 | Provision for soil testing work. |
| 67 | M.S. Gratings |
| 68 | Misc. and unforeseen. |
| 69 | Rising Main from MPS to STP |
| 70 | Supply of following sizes DI pipes Class K-7 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. |
| 71 | 500 mm dia |
| 72 | 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 with in a distance of 50m from centre of the trenches. |
| 73 | In ordinary soil (0.00-1.50) |
| 74 | In hard soil (0.00-1.50) |
| 75 | 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. |
| 76 | 500 mm dia |
| 77 | Supply of following sizes of CI D/F non rising GM spindle type scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store. |
| 78 | 500 mm dia |
| 79 | Carting of scour 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. |
| 80 | 500 mm dia |
| 81 | Supply of all materials, labour, T&P etc. and construct scour valve chamber as per type design. |
| 82 | Masonary type |
| 83 | Supply of following size double ball CI air valves with gun metal sheet. |
| 84 | 50 mm dia |
| 85 | Cartage of following size double ball CI air valves with gun metal sheet. |
| 86 | 50 mm dia |
| 87 | Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design. |
| 88 | Construction of Collection Chamber at Drains |
| 89 | supply of all materials, labour & T&P etc.excavation, PCC,RCC work and Construction of Collection Chamber at Drains including survery , design, drawing etc complete as per Design/Drawing and instructed by Engineer In Charge |
| 90 | supply of all materials, labour & T&P etc.excavation, PCC,RCC work and Construction of Tapping arrangement of all Drains including survery , design, drawing etc complete as per Design/Drawing and instructed by Engineer In Charge |
| 91 | INTERCEPTOR TRUNK MAIN AND APPURTENANT WORKS UPTO MPS(CSZ AREA) |
| 92 | 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. |
| 93 | Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity |
| 94 | (A) Ordinary soil |
| 95 | A. 0.00 - 1.50 m. depth |
| 96 | B. 1.50 - 3.00 m. depth |
| 97 | C. 3.00 - 4.50 m. depth |
| 98 | D. 4.50 - 6.00 m. depth |
| 99 | E. 6.00 - 7.50 m. depth |
| 100 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 101 | a. 0.00 - 1.50 m. depth |
| 102 | b. 1.50 - 3.00 m. depth |
| 103 | c. 3.00 - 4.50 m. depth |
| 104 | d. 4.50 - 6.00 m. depth |
| 105 | e. 6.00 - 7.50 m. depth |
| 106 | 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. |
| 107 | c. 4.50 - 6.00 m. depth |
| 108 | c. 6.00 - 7.50 m. depth |
| 109 | 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 |
| 110 | d. 4.50 - 6.00 m. depth |
| 111 | e. 6.00 - 7.50 m. depth |
| 112 | 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. |
| 113 | (a) 0.0 - 3.00 m |
| 114 | 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. |
| 115 | 1.50 - 3.00 m. depth |
| 116 | 3.00 - 6.00 m. depth |
| 117 | 6.00 - 9.00 m. depth |
| 118 | Same as above but left in Trenches (used timbering) |
| 119 | 0.00 - 3.00 m. depth |
| 120 | 3.00 - 6.00 m. depth |
| 121 | 6.00 - 9.00 m. depth |
| 122 | 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. |
| 123 | For RCC Sewer Pipes NP3/NP4 |
| 124 | 200 mm dia |
| 125 | 250mm dia |
| 126 | 300 mm dia |
| 127 | 400 mm dia |
| 128 | 500 mm dia |
| 129 | 600 mm dia |
| 130 | 800 mm dia |
| 131 | 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. |
| 132 | For RCC NP-3 Pipes |
| 133 | 200 mm. Dia |
| 134 | 0.00 - 1.50 m. depth |
| 135 | 1.50 - 3.00 m. depth |
| 136 | 250 mm. Dia |
| 137 | 3.00 - 4.50 m. depth |
| 138 | For RCC NP-3/NP-4 Pipes |
| 139 | 300 mm. Dia |
| 140 | 4.50 - 6.00 m. depth |
| 141 | 400 mm. Dia |
| 142 | 4.50 - 6.00 m. depth |
| 143 | 6.00 - 7.50 m. depth |
| 144 | 500 mm. Dia |
| 145 | 4.50 - 6.00 m. depth |
| 146 | 6.00 - 7.50 m. depth |
| 147 | 600 mm. Dia |
| 148 | 6.00 - 7.50 m. depth |
| 149 | 800 mm. Dia |
| 150 | 6.00 - 7.50 m. depth |
| 151 | Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom 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. |
| 152 | 900 mm internal dia, 1.65 m deep |
| 153 | 1200 mm internal dia, 2.30 m deep |
| 154 | 1500 mm internal dia, 4.95 m deep |
| 155 | 1800 mm internal dia, 9.00 m deep RCC Manhole due to water level is up |
| 156 | Increase/decrease in manhole shaft for every additional depth in following size of circular manhole. |
| 157 | 900 mm internal dia, 1.65 m deep |
| 158 | 1200 mm internal dia, 2.30 m deep |
| 159 | 1500 mm internal dia, 4.95 m deep |
| 160 | 1800 mm internal dia, 9.00 m deep RCC Manhole due to water level is up |
| 161 | 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.) |
| 162 | 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. |
| 163 | Bitumen Road |
| 164 | PWD Bitumen Road |
| 165 | CC Road |
| 166 | Interlocking |
| 167 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 168 | 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. |
| 169 | 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. for PWD roads. |
| 170 | Reinstatement of C.C.Road 100mm thick in 1:2:4 cement fine sand & stone ballast 20mm guage with base concrete 150mm thick PCC1:4:8 with cement, coarse sand and 40mm guage stone ballast including all material, labour T & P etc. complete |
| 171 | Permanent reinstatement of interlocking tiles with 40% new tiles (80mm thick M-30 Grade) over PCC 1:4:8 stone ballast 75mm thick including all material, Labour, T&P etc. complete. |
| 172 | Disposal of surplus earth from the site upto the working site of Intercepting sewer |
| 173 | Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Sewer main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. |
| 174 | State Highway road crossing (Dia 900 mm) |
| 175 | Bailing out or Pumping out Subsoil water below 4.5 m depth and above |
| 176 | INTERCEPTOR TRUNK MAIN AND APPURTENANT WORKS UPTO MPS(CSZ AREA) TAPPING-2 DRAINS WEST SIDE OF HIRANYAWATI RIVER |
| 177 | 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. |
| 178 | Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity |
| 179 | (A) Ordinary soil |
| 180 | B. 1.50 - 3.00 m. depth |
| 181 | C. 3.00 - 4.50 m. depth |
| 182 | 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. |
| 183 | 1.50 - 3.00 m. depth |
| 184 | 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. |
| 185 | 0.0 - 3.00 m |
| 186 | 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. |
| 187 | 1.50 - 3.00 m. depth |
| 188 | Same as above but left in Trenches (used timbering) |
| 189 | 0.00 - 3.00 m. depth |
| 190 | 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. |
| 191 | For RCC Sewer Pipes NP3/NP4 |
| 192 | 300 mm dia |
| 193 | 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. |
| 194 | For RCC NP-3 Pipes |
| 195 | 300 mm. Dia |
| 196 | 1.50 - 3.00 m. depth |
| 197 | 3.00 - 4.50 m. depth |
| 198 | Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom 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. |
| 199 | 1200 mm internal dia, 2.30 m deep |
| 200 | Increase/decrease in manhole shaft for every additional depth in following size of circular manhole. |
| 201 | 1200 mm internal dia, 2.30 m deep |
| 202 | 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.) |
| 203 | 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. |
| 204 | Bitumen Road |
| 205 | CC Road |
| 206 | Interlocking |
| 207 | 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. |
| 208 | Reinstatement of C.C.Road 100mm thick in 1:2:4 cement fine sand & stone ballast 20mm guage with base concrete 150mm thick PCC1:4:8 with cement, coarse sand and 40mm guage stone ballast including all material, labour T & P etc. complete |
| 209 | Permanent reinstatement of interlocking tiles with 40% new tiles (80mm thick M-30 Grade) over PCC 1:4:8 stone ballast 75mm thick including all material, Labour, T&P etc. complete. |
| 210 | Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Sewer main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. |
| 211 | State Highway road crossing (Dia 300 mm) |
| 212 | Shifting of existing services like cable, telephone cable, gas pipe line, etc during the execution of work as per requirement |
| 213 | Site Developemnt & Approach Road from main road to stp site |
| 214 | Provide all meterial, labour, T&P etc. required for proper completion of work including leveling, dressing for development of STP/IPS works site. |
| 215 | Supply of all materials, labour T&P etc. and construct Interlocking road |
| 216 | Interlocking road for approach upto STp Site |
| 217 | supply of all materials, labour & T&P etc. and Construction of Treated Effluent channel upto dischagre into the Canal / River including survery , design, drawing etc complete as per Design/Drawing and instructed by Engineer In Charge |
| 218 | E/M WORK |
| 219 | Electromechanical Items for MPS Kushinagar |
| 220 | Pumping Plants LT panel along with other accessories |
| 221 | Screen & Gates |
| 222 | 11/0.40 KV 160 KVA Electric Sub station with HT Panel |
| 223 | Diesel Generating Set (1X 160 KVA) |
| 224 | Safety items (Personal protective Equipment) |
| 225 | Cost of 3 months Trial run Please Enable Macros to View BoQ information |
