|
| 1 | 2.0 MLD Sewage Treatment Plant |
| 2 | 2.0 MLD Sewage Treatment Plant including all Civil & Electro- Mechanical works along with SCADA & Automation including Raw Sewage Pumping Station based on open Technology and fully automatic through PLC based Automation System including DG Set, Voltage Stabilizer etc. complete (Formation level will approx. 1.5 m up from NGL) |
| 3 | DI K-7 Pipe for Treated Effluent |
| 4 | Excavation of earth for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil(earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches :- Excavation in soil mixed with morum,shingle,kankar requaring use of specials T&P. |
| 5 | Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. |
| 6 | Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000) |
| 7 | 400 mm Dia (0 - 1.5 m depth) |
| 8 | Branch sewer lines and its appurtenant works |
| 9 | Excavation of earth for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil (earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches :- Excavation in soil mixed with morum,shingle,kankar requaring use of specials T&P. |
| 10 | Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (85% of relevant quantity) |
| 11 | 0.00m to 1.50m B.G.L. |
| 12 | 1.50m to 3.00m B.G.L. |
| 13 | 3.00m to 4.50m B.G.L. |
| 14 | 4.50m to 6.00m B.G.L. |
| 15 | Excavation in in medium rock by chiselling including stacking usefull materials within 50m 0.00 to 1.50m below G.L.(15% of relevant quantity) |
| 16 | 0.00m to 1.50m B.G.L. |
| 17 | 1.50m to 3.00m B.G.L. |
| 18 | 3.00m to 4.50m B.G.L. |
| 19 | 4.50m to 6.00m B.G.L. |
| 20 | Provide & fix open timbering (covering1/3rd of surface area by planks), in trenches for the depth Below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100mm dia Sal ballies for strurts at 1.50m c/c including removal after laying of sewer both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. 0 to 1.5 mt. |
| 21 | Depth upto 3.00m, below G.L. |
| 22 | Provide & fix close timbering in trenches for the depth Below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100 mm dia Sal ballies for strurts at 1.50m percent including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. |
| 23 | 3.00m to 6.00m, Below G.L. |
| 24 | Providing and laying Non Pressure RC NP-3 class (Medium duty) jointed with stiff mixture of cement mortar in the proportion of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 25 | 150mm dia |
| 26 | 0.00m to 1.50m B.G.L. |
| 27 | 1.50m to 3.00m B.G.L. |
| 28 | 3.00m to 4.50m B.G.L. |
| 29 | 4.50m to 6.00m B.G.L. |
| 30 | 200mm dia |
| 31 | 4.50m to 6.00m B.G.L. |
| 32 | 250mm dia |
| 33 | 3.00m to 4.50m B.G.L. |
| 34 | 4.50m to 6.00m B.G.L. |
| 35 | 300mm dia |
| 36 | 3.00m to 4.50m B.G.L. |
| 37 | 4.50m to 6.00m B.G.L. |
| 38 | 350mm dia |
| 39 | 4.50m to 6.00m B.G.L. |
| 40 | 400mm dia |
| 41 | 0.00m to 1.50m B.G.L. |
| 42 | 1.50m to 3.00m B.G.L. |
| 43 | 3.00m to 4.50m B.G.L. |
| 44 | 4.50m to 6.00m B.G.L. |
| 45 | Provide all materials, labour, T&P etc. and construct brick masonry circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings. |
| 46 | upto 1.65m B.G.L. |
| 47 | 900mm internal dia |
| 48 | upto 3.00m B.G.L. |
| 49 | 1200mm internal dia |
| 50 | upto 4.50m B.G.L. |
| 51 | 1500mm internal dia |
| 52 | Variation in depth of shaft to regulate the cost of manhole. |
| 53 | upto 1.65m B.G.L. |
| 54 | 900mm internal dia |
| 55 | upto 3.00m B.G.L. |
| 56 | 1200mm internal dia |
| 57 | upto 4.50m B.G.L. |
| 58 | 1500mm internal dia |
| 59 | Provide all materials, labour, T&P etc. and construct of R.C.C circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings. (Detail measured attached) |
| 60 | upto 6.00m B.G.L. |
| 61 | 1500mm internal dia |
| 62 | Variation in depth of shaft to regulate the cost of manhole. (Detail measured attached) |
| 63 | upto 6.00m B.G.L. |
| 64 | 1500mm internal dia |
| 65 | Provide all materials, labour, T&P etc. and construct brick masonry house connecting chambers as per Jal Nigam specifications and drawings. |
| 66 | 0.90 x 0.60 x 1.50m internal size |
| 67 | Variation in depth of shaft to regulate the cost of house connecting chambers. |
| 68 | 0.00m to 1.50m B.G.L. |
| 69 | Interconnection the sewer line of house connecting chamber to sewer manhole :- |
| 70 | Excavation of earth depth upto 1.5 mt. Below G.L. for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil(earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches :- Excavation in soil mixed with morum,shingle,kankar requaring use of specials T&P. |
| 71 | 0.00 to 1.50m B.G.L. |
| 72 | Providing and laying Non Pressure RCC NP-3 class (Medium duty) jointed with stiff mixture of cement mortar in the proportion of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 73 | 150mm dia |
| 74 | 0.00m to 1.50m B.G.L. |
| 75 | Carting and recarting of excavated earth in the narrow lanes, in which excavated earth is not possible to collect the earth above the trenches. (upto 5km @ Rs. 15.33/qtl./km) |
| 76 | = 1.65 x 10 x 17.10 x 2 = Rs. 564.30 per cum |
| 77 | Disposal of surplus earth upto a distance of 8.0 Km including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 78 | Shifting of water supply lines and other utility services falls in alignment of sewer line. It also includes the repair and reinstatement of damaged services. |
| 79 | Providing, Carting, laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality), including cutting, threading etc complete |
| 80 | 15 mm dia |
| 81 | 32 mm dia |
| 82 | 40 mm dia |
| 83 | 50 mm dia |
| 84 | 65 mm dia |
| 85 | 80 mm dia |
| 86 | 100 mm dia |
| 87 | Excavation in soil mixed with single, boulders etc. requiring the use of special T&P for pipeline trenches including lift upto 1.5 m and lead upto 30 m, refilling, watering, ramming of excavated earth into the trenches. |
| 88 | Supply and cartage of sluice or reflux valves of following sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding jointing which shall be paid separately, including cost of valves, non rising (P.N. 1.00) |
| 89 | 50 mm dia |
| 90 | 65 mm dia |
| 91 | 80 mm dia |
| 92 | 100 mm dia |
| 93 | Making connection with existing M.S. galvanised mains of upto 25 mm nominal dia, including cutting and threading of pipe, bailing out water, fixing if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out and also subsequent back fill existing main. |
| 94 | 15 mm- 25 mm |
| 95 | 32 mm- 40 mm |
| 96 | 50 mm- 80 mm |
| 97 | 100 mm -150 mm |
| 98 | Dismantling, Relaying & Jointing of following dia D.I. pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete i/c all labours, T&P etc. required for proper completion of the work. D.I S&S pipe (K-7, K-9 ) |
| 99 | D.I S&S pipe (K-7, K-9 ) : |
| 100 | 100 mm dia |
| 101 | 125 mm dia |
| 102 | 150 mm dia |
| 103 | 200 mm dia |
| 104 | Making ferrule connection in the existing main of D.I., G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection (Labour cost only) |
| 105 | Provide all materials, labour, T&P etc. and construct brick masonry house connecting chambers0.30 x 0.30 x 0.45 m internal size |
| 106 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 107 | Reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 108 | Concrete Tiles Road |
| 109 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 110 | Cleaning of Septic Tank by sludge tanker with pump set including disposal within 5km lead including labour T&P etc required for proper completion of the work. |
| 111 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge. |
| 112 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 113 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer- in-charge. (For RCC Slab in Drain) |
| 114 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (For RCC Slab in Drain) |
| 115 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Thermo-Mechanically Treated bars. (For RCC Slab in Drain) |
| 116 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 117 | Bituminous road |
| 118 | Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) and finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. Reinstatement of CC Road. |
| 119 | Dismantling And Reinstatement of B.O.E. Road |
| 120 | Reinstatement of drains, damaged at the time of laying of sewer lines. |
| 121 | U Type Drain (45 cm X 30 cm) |
| 122 | K.C. Drain |
| 123 | For BeddingConstruction of granular sub-base by providing well graded material, spreading in uniform layers , mixing by mix in place method and compacting the material to achieve the desired density. - Using Gravel mix soil using |
| 124 | 0.00m to 1.50m B.G.L. |
| 125 | 1.50m to 3.00m B.G.L. Rate ( @ 3% extra for depth) |
| 126 | 3.00m to 4.50m B.G.L. Rate ( @ 7% extra for depth) |
| 127 | 4.50m to 6.00m B.G.L. Rate ( @ 12% extra for depth) |
| 128 | For BeddingConstruction of Class Ab Plain Concrete Cradle for Bedding |
| 129 | 3.00m to 4.50m B.G.L. Rate ( @ 7% extra for depth) |
| 130 | 4.50m to 6.00m B.G.L. Rate ( @ 12% extra for depth) |
| 131 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete. |
| 132 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 133 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 134 | For RCC Slab in Drain |
| 135 | Dismantling steel cylinder, R.C.C pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge :Up to 600 mm diameter |
| 136 | Instalation of Product Pipe by Auger Boring method including making of entry and exit pits upto 3 mtr depth, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length)Above 300 mm & Upto 450 mm dia (In all type of Soil) |
| 137 | For NH Crossing - 1 No. |
| 138 | For Railway Crossing - 1 No. |
| 139 | For Depth more than 3 mtr.Excavation of PitsExcavation of non-structural pits for pipe jacking/ ramming purpose in soil inclusive of all shuttering, strutting and shoring and maintaining the shaft during construction operation and back filling the same after the completion of work.For Shafts of 7.5 m x 5 m and beyond 5m and upto 7.5 m |
| 140 | Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000) - For Trenchless |
| 141 | OPERATOR ROOM WITH TOILET & STORE SIZE- 3.0MX2.50M |
| 142 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development) |
| 143 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr incl. getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soils. |
| 144 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 145 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement- all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size) |
| 146 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
| 147 | Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. |
| 148 | Foundation raft & tie beams |
| 149 | Columns |
| 150 | Beams |
| 151 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 152 | In foundation up to plinth |
| 153 | in superstructure |
| 154 | Half brick masonry laid in 1:4 cement and sand mortar. |
| 155 | 40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar. |
| 156 | Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works. |
| 157 | Cement concrete flooring 40mm thick with 20 mm nominal size stone aggregate in1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry. |
| 158 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 159 | Using M.S. angles 40x40x6 mm for diagonal braces. |
| 160 | Providing and fixing glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick. |
| 161 | Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides) |
| 162 | Provide acrylic smooth exterior paint (two or more coats) to give an even shade. |
| 163 | Painting on doors and windows (two or more coats) over and including one priming coat. |
| 164 | Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc. all complete. |
| 165 | Sanitary Items |
| 166 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm. |
| 167 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. |
| 168 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work. |
| 169 | 15 mm dia nominal bore |
| 170 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 171 | 15 mm nominal bore |
| 172 | Supply and fixing of PVC pipes for waste water and sewer pipes. |
| 173 | 75 mm diameter |
| 174 | 110 mm diameter |
| 175 | Boundary wall and Gate |
| 176 | Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site including barbed wire fencing. |
| 177 | Supply of all labour, materials, and T&P etc and provide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site. |
| 178 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. |
| 179 | Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works. |
| 180 | Approach Road for STPs - 100 m |
| 181 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 182 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size. |
| 183 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size. |
| 184 | Filling available excavated earth in between side walls of approach road, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, with all lead and lift as per specifications mentioned in the tender document and as directed by the Engineer-in-charge. |
| 185 | House Hold Connectionwith HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE 100: Normal Pressure (PN) in 6.0 Kg/Cm2 110 mm Dia. Please Enable Macros to View BoQ information |
