| 1 | 1 | ARU/ FRU | | | |
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| 2 | 1.01 | Supply and installation of solar power based Arsenic Removal Unit 3 Klph (including Vessals and Adsorbtion Media) with automatic backwash facility etc complete also including Operation and Maintenance of 1 years after commissioning, for different districts of Uttar Pradesh as per specification and conditions given in the Bid Document, including all taxes and as per the instruction of engineer incharge. | | 307 | No. |
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| 3 | 1.02 | Supply and installation of solar power based Fluoride Removal Unit 3 Klph (including Vessals and Adsorbtion Media) with automatic backwash facility etc complete also including Operation and Maintenance of 1 years after commissioning, for different districts of Uttar Pradesh as per specification and conditions given in the Bid Document, including all taxes and as per the instruction of engineer incharge. | | 718 | No. |
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| 4 | 1.03 | Supply at site of 110 mm uPVC Plain Pipe (as per IS-12818) 10 kg/sqcm | | 55350 | Rmt |
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| 5 | 1.04 | Supply at site of 110 mm uPVC Slotted Pipe(as per IS-12818) 10 kg/sqcm (slotted) | | 6150 | Rmt |
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| 6 | 1.05 | Telescopic boring of 200 mm dia bore by Rig Machine from ground level to the following depth | | | |
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| 7 | 1.06 | 0-65 m | | 66625 | Rmt |
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| 8 | 1.07 | Lowering of assembly (dia 110 mm) plain and slotted pipe from ground level the following depth | | | |
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| 9 | 1.08 | 0-60 m | | 61500 | Rmt |
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| 10 | 1.09 | Supply and packing of Pea Gravel of Lal Kuwan querry over to 1.6mm to 4.8 mm size for shrouding of bore well around the stainer and upto stainer | | 1537.5 | Cum |
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| 11 | 1.1 | Development by Air compressor & O.P. Unit. with transportation of all materials, T&P etc required for proper completion of work including testing of water sample as per specification : | | | |
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| 12 | 1.11 | Transportation, Installation Dismantling of 100 PSI Air Compressor | | 1025 | Job |
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| 13 | 1.12 | Development of Tubewell by 100 PSI Air Compressor complete (6 Hr) | | 1025 | Job |
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| 14 | 1.13 | SITC of Pumping Plant including starter, Pannel, Cable complete in all respect with all required material T&P labour | | | |
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| 15 | 1.14 | 1 HP (50 LPM/45Mtr. Head) | | 1025 | No. |
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| 16 | 1.15 | SITC of main piping and valve with 24 mtr column pipe(GI), with wiring of pump house (internal and external) complete in all respect with required material, T&P labour etc complete in all respect. | | | |
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| 17 | 1.16 | 32 mm Dia size | | 1025 | Set |
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| 18 | 1.17 | SITC of Solar Power Plant including Solar Panel, structure, invertor etc complete in all respect with required material , T&P labour | | | |
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| 19 | 1.18 | For 1 HP Pump (1.5 Kw) | | 1025 | Nos |
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| 20 | 1.19 | Supply of all the materials, labour T&P and construction of a R.C.C./GI Over head structure in 3 stages with 1st stage for Clear/Treated Water Storage Reservoir of 5 Kl capacity for supply of treated water in distribution line; 2nd stage to provide ample space to install Flouride/Arsenic Treatment Unit and 3rd stage for Raw Water Storage Reservoir to supply raw water to Treatment Unit complete in all respect. For RCC structure the water retaining components shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456.For G.I. structure Galvanized Mild Steel shall be used. Contractor shall provide the structural and architectural design for the structure and shall get it approved by the Site Engineer. | | 1025 | Job |
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| 21 | 1.2 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. | | 274577 | Cum. |
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| 22 | 1.21 | Same as above but soil mixed with kankar | | 30504 | Cum. |
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| 23 | 1.22 | Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge. | | | |
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| 24 | 1.23 | 63 mmdia HDPE Pipep Class PE-100 | | 717500 | Rmt |
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| 25 | 1.24 | Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. | | | |
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| 26 | 1.25 | Sluice Valve - 50 mm dia | | 2050 | Nos. |
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| 27 | 1.26 | Supply of all materials, labour T&P etc. required and construct surface boxtype sluice valve chamber as per type design including supply and materials labour, T&P etc. complete. | | | |
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| 28 | 1.27 | Sluice Valve - 50 mm dia | | 2050 | Nos. |
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| 29 | 1.28 | Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge. | | | |
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| 30 | 1.29 | B.O.E. surface | | 131200 | sqm |
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| 31 | 1.3 | C.C. Road | | 32800 | sqm |
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| 32 | 1.31 | Kuttcha Road | | 123000 | sqm |
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| 33 | 1.32 | Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. | | | |
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| 34 | 1.33 | B.O.E. surface | | 131200 | sqm |
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| 35 | 1.34 | C.C. Road | | 32800 | sqm |
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| 36 | 1.35 | Kuttcha Road | | 123000 | sqm |
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| 37 | 1.36 | Construction of single tap pillar type stand post as per type design as per instructions of Engineer -in -charge. | | 5125 | Nos. |
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