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| 1 | Civil Work |
| 2 | Sewer Network |
| 3 | Excavation |
| 4 | Excavation for following depth below G.L. for laying of sewers in ordinary soil earth, sand, loam and clay including cutting of jointing pits, trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to distance 50m from the center of trenches. |
| 5 | 0.00 - 1.50 m BGL |
| 6 | 1.51 - 3.00 m BGL |
| 7 | 3.01 - 4.50 m BGL |
| 8 | 4.51 - 6.00 m BGL |
| 9 | 6.01 - 7.50 m BGL |
| 10 | 7.51 - 9.00 m BGL |
| 11 | TIMBERING |
| 12 | Providing and fix open timbering (covering 1/3rd) of surface area by planks in trenches for the following depth below G.L. Consisting of 40 mm approved country wood planks for poling boards 125mm x 75mm Indian Sal wood walers and 100 mm dia. Sal ballies for shuttering at 1.5m c/c including removal after laying. Both sides will be taken as one side for the purpose of payment and measurements i.e. area equals to length x depth of trenches and dismantled timbering materials will be the property of the contractor. |
| 13 | 0.00 - 3.00 m BGL |
| 14 | Providing and fix close timbering in the trenches for the following depth below G.L. consisting of 40 mm approved country wood planks for poling broads 125 mm x 75 mm Indian Sal wood walers and 100 mm dia. Sal bellies for truing the shuttering at 1.5 M c/c/ including removal after laying of sewers. Both side of trenches will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. |
| 15 | 0.00 - 3.00 m BGL |
| 16 | 3.01 - 6.00 m BGL |
| 17 | 6.01 - 9.00 m BGL |
| 18 | Laying of Sewer Network |
| 19 | Supply of following sizes of RCC NP3 S&S rubber rings joints pipe & rubber ring from factory to site of work, lowering gasket the same into trenches and laying true to the alignment and gradient including excavation of earth below invert level of pipes cost of all jointing materials, testing etc. complete. also including transportations loading, unloading, stacking all taxes excise duty transit insurance etc. complete. |
| 20 | NP3 200 mm dia pipe |
| 21 | NP3 250 mm dia pipe |
| 22 | NP3 300 mm dia pipe |
| 23 | NP3 350 mm dia pipe |
| 24 | NP3 400 mm dia pipe |
| 25 | NP3 450 mm dia pipe |
| 26 | NP3 500 mm dia pipe |
| 27 | NP3 600 mm dia pipe |
| 28 | NP3 700 mm dia pipe |
| 29 | NP3 800 mm dia pipe |
| 30 | Carting and Laying of following sizes of RCC NP3 S&S rubber rings joints pipe & rubber ring from factory to site of work, lowering gasket the same into trenches and laying true to the alignment and gradient including excavation of earth below invert level of pipes cost of all jointing materials, testing etc. complete. also including transportations loading, unloading, stacking all taxes excise duty transit insurance etc. complete. |
| 31 | NP3 200 mm dia pipe |
| 32 | 0.00 - 1.50 m BGL |
| 33 | 1.51 - 3.00 m BGL |
| 34 | 3.01 - 4.50 m BGL |
| 35 | 4.51 - 6.00 m BGL |
| 36 | 6.01 - 7.50 m BGL |
| 37 | 7.51 - 9.00 m BGL |
| 38 | NP3 250 mm dia pipe |
| 39 | 0.00 - 1.50 m BGL |
| 40 | 1.51 - 3.00 m BGL |
| 41 | 3.01 - 4.50 m BGL |
| 42 | 4.51 - 6.00 m BGL |
| 43 | 6.01 - 7.50 m BGL |
| 44 | 7.51 - 9.00 m BGL |
| 45 | NP3 300 mm dia pipe |
| 46 | 0.00 - 1.50 m BGL |
| 47 | 1.51 - 3.00 m BGL |
| 48 | 3.01 - 4.50 m BGL |
| 49 | 4.51 - 6.00 m BGL |
| 50 | 6.01 - 7.50 m BGL |
| 51 | 7.51 - 9.00 m BGL |
| 52 | NP3 350 mm dia pipe |
| 53 | 0.00 - 1.50 m BGL |
| 54 | 1.51 - 3.00 m BGL |
| 55 | 3.01 - 4.50 m BGL |
| 56 | 4.51 - 6.00 m BGL |
| 57 | 6.01 - 7.50 m BGL |
| 58 | 7.51 - 9.00 m BGL |
| 59 | NP3 400 mm dia pipe |
| 60 | 0.00 - 1.50 m BGL |
| 61 | 1.51 - 3.00 m BGL |
| 62 | 3.01 - 4.50 m BGL |
| 63 | 4.51 - 6.00 m BGL |
| 64 | 6.01 - 7.50 m BGL |
| 65 | 7.51 - 9.00 m BGL |
| 66 | NP3 450 mm dia pipe |
| 67 | 0.00 - 1.50 m BGL |
| 68 | 1.51 - 3.00 m BGL |
| 69 | 3.01 - 4.50 m BGL |
| 70 | 4.51 - 6.00 m BGL |
| 71 | 6.01 - 7.50 m BGL |
| 72 | 7.51 - 9.00 m BGL |
| 73 | NP3 500 mm dia pipe |
| 74 | 0.00 - 1.50 m BGL |
| 75 | 1.51 - 3.00 m BGL |
| 76 | 3.01 - 4.50 m BGL |
| 77 | 4.51 - 6.00 m BGL |
| 78 | 6.01 - 7.50 m BGL |
| 79 | 7.51 - 9.00 m BGL |
| 80 | NP3 600 mm dia pipe |
| 81 | 0.00 - 1.50 m BGL |
| 82 | 1.51 - 3.00 m BGL |
| 83 | 3.01 - 4.50 m BGL |
| 84 | 4.51 - 6.00 m BGL |
| 85 | 6.01 - 7.50 m BGL |
| 86 | 7.51 - 9.00 m BGL |
| 87 | NP3 700 mm dia pipe |
| 88 | 0.00 - 1.50 m BGL |
| 89 | 1.51 - 3.00 m BGL |
| 90 | 3.01 - 4.50 m BGL |
| 91 | 4.51 - 6.00 m BGL |
| 92 | 6.01 - 7.50 m BGL |
| 93 | 7.51 - 9.00 m BGL |
| 94 | NP3 800 mm dia pipe |
| 95 | 0.00 - 1.50 m BGL |
| 96 | 1.51 - 3.00 m BGL |
| 97 | 3.01 - 4.50 m BGL |
| 98 | 4.51 - 6.00 m BGL |
| 99 | 6.01 - 7.50 m BGL |
| 100 | 7.51 - 9.00 m BGL |
| 101 | Bedding |
| 102 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. |
| 103 | 0.00 - 1.50 m BGL |
| 104 | 1.51 - 3.00 m BGL |
| 105 | 3.01 - 4.50 m BGL |
| 106 | 4.51 - 6.00 m BGL |
| 107 | 6.01 - 7.50 m BGL |
| 108 | 7.51 - 9.00 m BGL |
| 109 | Lean Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:4:8) including supply of all materials, labour, T&P etc. required for the proper completion of work. |
| 110 | 0.00 - 1.50 m BGL |
| 111 | 1.51 - 3.00 m BGL |
| 112 | 3.01 - 4.50 m BGL |
| 113 | 4.51 - 6.00 m BGL |
| 114 | 6.01 - 7.50 m BGL |
| 115 | 7.51 - 9.00 m BGL |
| 116 | Well graded crushed rock/ gravel max size 25mm including supply of all materials, labour, T&P etc. into the trenches for bedding of DWC/RCC Pipes including watering compaction, labour T&P etc. for completion of work. |
| 117 | 0.00 - 1.50 m BGL |
| 118 | 1.51 - 3.00 m BGL |
| 119 | 3.01 - 4.50 m BGL |
| 120 | 4.51 - 6.00 m BGL |
| 121 | 6.01 - 7.50 m BGL |
| 122 | 7.51 - 9.00 m BGL |
| 123 | Construction of circular type brick masonary/RCC manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm 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 12 mm thick 1:3 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications. |
| 124 | 900mm internal dia., 1.65m deep |
| 125 | 1200mm internal dia., 2.30m deep |
| 126 | 1500mm internal dia., 4.95m deep |
| 127 | 1800mm internal dia., 9.0 m deep |
| 128 | Same as item no 123 for Regulation of Shafts plus/minus from the above mentioned depth |
| 129 | 900mm internal dia., 1.65m deep |
| 130 | 1200mm internal dia., 2.30m deep |
| 131 | 1500mm internal dia., 4.95m deep |
| 132 | 1800mm internal dia., 9.0 m deep |
| 133 | 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. |
| 134 | Bituminous road |
| 135 | Concrete road |
| 136 | Interlocking tile road |
| 137 | B.O.E road |
| 138 | Permanent re-instatement of the following ty pe of road surface after laying of sewer line including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer ‐in ‐charge. |
| 139 | Bituminous road (PWD) -(20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20% |
| 140 | Bituminous road (Nagar Nigam) (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20% |
| 141 | C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB |
| 142 | Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling |
| 143 | BOE Road (15 Cm. sand with first class brick 50% New and 50% Old) |
| 144 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating and Installation of product pipe by HDD method including preparing and setting up the plants and equipment, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of practice of HDD Technique Suiting Indian Conditions. |
| 145 | 200 mm dia pipe, 6mm Pipe Wall Thickness |
| 146 | 250 mm dia pipe, 6mm Pipe Wall Thickness |
| 147 | 300 mm dia pipe, 6mm Pipe Wall Thickness |
| 148 | 350 mm dia pipe, 6mm Pipe Wall Thickness |
| 149 | 400 mm dia pipe, 6mm Pipe Wall Thickness |
| 150 | 450mm dia pipe, 8mm Pipe Wall Thickness |
| 151 | Provision for laying of sewer by Trenchless Technology including Supply of different size of MS Pipe, Labour T&P etc. required for Proper Completion of the Work. |
| 152 | 500 mm (with 12 mm thick M.S. pipe cost) |
| 153 | 600 mm (with 12 mm thick M.S. pipe cost) |
| 154 | 700 mm (with 12 mm thick M.S. pipe cost) |
| 155 | 800 mm (with 12 mm thick M.S. pipe cost) |
| 156 | Providing and erecting temporary barricading at site as per drawing/ 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 times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment's and 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. |
| 157 | Disposal of Surplus Earth and other garbage materials etc. complete. |
| 158 | Diversion of Existing Sewer line during laying of New Sewer including Supply of 7.1 mm thick MS pipe size 200 mm dia and as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc. complete10% of Total Length and re- use of pipe |
| 159 | Dewatering work during laying of pipe line and construction of manhole |
| 160 | Dismantling of Existing old sewer pipe |
| 161 | Provision for Sand filling in trench for cuision of pipe |
| 162 | Provision for shifting and reinstatement of electric and telephone poles during excavation and laying of sewer lines. |
| 163 | Provision for shifting of electric and telephone cable, gas pipeline, existing water supply mains falling in the alignment of conveying main during excavation and the restoring utilities / services to its original condition. etc. during excavation and laying of sewer lines. |
| 164 | Sewer House Connection |
| 165 | Construction of House Connecting chambers for two connections of size 0.6 x 0.6 x 0.75m |
| 166 | Making Domestic Sewer connection using 110mm HDPE pipe PN-6, PE-100 |
| 167 | Laying of Sewer line from House Connecting chambers to M.H using 160mm HDPE pipe PN-6, PE-100 |
| 168 | Sewer inter connecting chamber to intercept the waste water from toilet, kitchen and bathroom 0.3x0.3x0.45m Please Enable Macros to View BoQ information |
