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| 1 | SCHEDULE (G-1) |
| 2 | RCC Overhead Tank |
| 3 | Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of following capacity and staging min 0.6 m above buildup ground level with main components, soil testing and ‐assuming bearing capacity of soil as 8 MT, including cost of survey and supply of design and drawings. All the water retaining components of OHT shall be casted in M 30 grade cement concrete and minimum grade of concrete‐ of foundation and staging should be M 25 with approved opc cement, coarse sand and stone grit as per I.S. 11682 and I.S.456 Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part III for wind load on structure and including 1M wide RCC staircase (Saperate two column based RCC staircase), 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One Stainless steel ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, proper ventilator at top dome in circular shape of 1.2 m dia, Food Grade epoxy coating of FOSROC / Asian paints Triblock or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder, |
| 4 | Repairs of pin holes, unevenness of all concrete surface and steel pipe works, Ultra Sonic Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309 1969 and I.S. 3013 1966, C.I. /M.S. manhole of min 60x60cm size with locking arrangement. |
| 5 | Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet/outlet , overflow and washout (as per approved design) with Bell Mouth as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Construction of 120mm thick RCC floor in 1:1.5:3 with cement, coarse sand, approved stone grit and reinforcemen‐t@8mm dia@250mm c/c both way over 100mm thick PCC 1:4:8 Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC(6Kg-f)/ HDPE (PN-6.0) pipe as per latest relavent I.S. code for disposal of water from overflow and washout chamber to suitable point outside the water works compound including necessory earth filling in campus, Gardening work with 2 nos Palm tree, landscaping work, installation of fountain in water works campus, watch & ward of all campus etc complete in all respect as per direction of Engineer-in-charge. including testing of bearing capacity of soil for various sites for proposed water works. |
| 6 | 125 KL/22 m staging |
| 7 | SCHEDULE (G-2) |
| 8 | RISING MAIN |
| 9 | Supply of following sizes of pipes including cost of pipes with cost of its Specials, FOR destination, all duties and insurance charges, cost of jointing materials, loading unloading, third party inspection charges, packing and forwarding charges, road transportation charges etc complete . |
| 10 | D.I. Pipe K-9 conforming to IS 8329 / 2000 or its latest amendment |
| 11 | 100 mm dia |
| 12 | Dismantling of following type of road surface either single or multiple layers (In case of multiple layers only top layer will be measured for payment) for laying of pipe line including sorting out of serviceable and unserviceable materials proper stacking of serviceable materials at suitable place and disposal of unserviceable materials at suitable place. Due to excavation, chowked drains are to be cleared also. |
| 13 | Interlocking C.C. Tile Road |
| 14 | Excavation of earth in ordinary/hard soil (loam, clay, sand, kankar or any strata ) to give 1 mt. cover from top of the pipe including lift upto 1.5 mt. and lead from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete in all respect. |
| 15 | Carting, laying & jointing following type of pipes and lowering the same into already prepared trenches and laying true to alignment and gradient, including all labour, T&P, supply & fixing of all HDPE / D.I./ CI specials conforming to latest / relevant IS specification as per requirement of site, loading and unloading, shifting of public utilities, interconnection with existing pipe line and seggregation of zone if any, also includes sectional pressure testing of pipe line , barricading for safety purpose etc. all complete as per direction of Engineer in charge. |
| 16 | D.I. Pipe K-9 |
| 17 | 100 mm dia |
| 18 | Supply, Carting to site of work, lowering, fixing and jointing of following sizes of fittings in trenches including FOR destinstion, all duties and insurance, cost of fittings, all jointing materials as per latest relevant IS Code, such as rubber packing, nut bolts any type of HDPE/D.I. specials etc. complete work as per direction of Engineer in charge. |
| 19 | C.I. D/F Sluice Valve |
| 20 | 100mm Dia |
| 21 | RCC thrust block in RCC 1:1.5:3 (1 part of cement, 1.5 parts coarse sand and 3 parts stone grit 10 to 20 mm ) including cost of material, shuttering, all labour T&P etc. complete work. |
| 22 | M.S. or iron work in plain work such as R.C.C. work brought to required shape as necessary including bending for proper completion of the work including supply of steel and wastage. |
| 23 | Supply of all materials and construction of following chambers as per type design of U.P. Jal Nigam (Urban) including supply of all labour, material, T&P etc. complete. |
| 24 | Sluice/Scour Valve chambers (Masonry Type) |
| 25 | Reinstatement of following type of roads including supply of all materials, labour, T&P etc. required for proper compiition of work as per specifications |
| 26 | SCHEDULE (G-3) |
| 27 | Construction of New Pump House cum Chloronating Room size 3.60X3.0 X3.60 m and 1.8x2.5x3.0 m including supply of all material,labour,T&P etc. complete.(other specifications and details can be get from engineer-in-charge.) with all as per type Design. |
| 28 | Construction of 1.0X1.0X1.3 m mansory type byepass chamber including plaster, supply of all materials, labour, T&P etc. required for proper completion of work. |
| 29 | Extra Ist class brick work in 1:6 cement and coarse sand mortar in foundation and plinth due to low land area including supply of all materials, labour,T&P etc required for proper compltion of work. |
| 30 | SCHEDULE (G-4) (MISCELLANEOUS WORKS) |
| 31 | Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete as per IS 8329:2000 or its latest amendment for Interconnection with already laid distribution main. |
| 32 | 200mm Dia D.I. Class K-7 |
| 33 | Interconnection of supply main DI, K-7 200 pipeline (from OHT) with distribution main (already laid by HPDA) including supply of all required CI/DI specials, labour and T&P etc. complete for proper completion of work. |
| 34 | Supply of following sizes of D.I. D/F sluice valves as per I.S. 14846:2000 TESTED TO 10 Kg/sqm fixing in pipe line trenches, jointing and testing complete. |
| 35 | 200mm Dia |
| 36 | Carting of following sizes D.I.D./F Sluice Valve and specials and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete including supply of jointing materials. |
| 37 | 200 mm dia |
| 38 | Excavation for pipeline work in Ordinary Soil with lift up to 1.5 m and lead up to 50 m including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 m lead. |
| 39 | Carting, Laying and Jointing of following size of DI pipes and specials 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. |
| 40 | 200mm dia |
| 41 | Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. |
| 42 | Masonary Type Chamber as per Unit Estimate |
| 43 | Supply and Fixing of 100 mm fire Hydrant Valve |
| 44 | E&M WORKS |
| 45 | Transportation of rig machine erection, dismantling and associated T&P Complete in all respect including required all material , labour etc. |
| 46 | DRILLING OF TUBEWELL BORE |
| 47 | Drilling of 500 mm. dia bore from G.L. to 60 M. BGL |
| 48 | Drilling of 450 mm. dia bore from 60 BGL to 100 M. BGL |
| 49 | Drilling of 450 mm. dia bore from 100 BGL to 150 M. BGL |
| 50 | Logging of bore hole by electirc logger |
| 51 | TUBEWELL ASSEMBLY - MSERW Tube well assembly with all required parts like plain pipe, slotted pipe, MS rings, well cap, bail plug clamp, reducer, central guide, support structure etc. as required and as per typed design complete in all respect. |
| 52 | 200 mm. dia 7.1 mm thick MSERW Plain Pipe with MS ring & reducer |
| 53 | 150 mm.dia 7.1 mm thick M.S. Plain pipe & Slotted pipe with MS ring |
| 54 | Lowering of Tubewell assembly duly welded including welding electrode |
| 55 | 200 mm. dia 7.1mm thick MSERW Plain / Slotted Pipe |
| 56 | 150 mm. dia Plain/Slotted Pipe 60 M. BGL to 100 M. BGL |
| 57 | 150 mm. dia Plain/Slotted Pipe 100 M. BGL to 140 M. BGL |
| 58 | Supply & Shruoding of Lal Kuan Pea Gravel 1.6 to 4.8 mm. size for Tubewell |
| 59 | DEVELOPMENT OF TUBEWELL |
| 60 | Transportation, Erection, Dismantling of 150 P.S.I. Compressor. |
| 61 | Charges for Development by 150 P.S.I. Compressor per hour. |
| 62 | Transportation, Erection, Dismantling of 1 Cusec O.P. Unit and yeild Test. |
| 63 | Charges for Development by 1 Cusec O.P. Unit per hour. |
| 64 | Chemical and Bacteriological test of water sample form departmentel / NABL approved lab. |
| 65 | Site Clearance, Baricating, gravelshifting and other allied works required for construction of tube well. |
| 66 | SITC of pumping plant 350 LPM discharge 59 mtr. head including starter,control panel, complete in all respect coupled with 10 H.P. Motor . |
| 67 | Voltage stabilizer (240 to 500V) 15 KVA. |
| 68 | SITC of main piping and valves with 24m column pipe, electronic type chlorinating plant, power wiring, earthing, painting, tool set, M.S. cross for reducer, wiring of pump house (Internal & External), Chain pulley block and gauges complete in all respect with all required material, T&P and labour. Main Piping and valves of 80mm dia. |
| 69 | 3 Mtr. long heavy duty size 80mm dia column pipe same as above spare (for 12 mtr length ) |
| 70 | Copper cable size 2x3x10sq mm. flat |
| 71 | 4 x 35 sq. mm Al. cable |
| 72 | Supply and fixing of fire extinguisher of 5 kg capacity conforming to IS:15683:2006 |
| 73 | Supply of rubber mats for electrical purpose as per IS:5425-1969, plain/chequered (1mX2m)- 19mm thickness |
| 74 | Motor inspection, B&L and challan fee |
| 75 | Installation, testing and comissioning of 6 LPH Chlorinating plant. |
| 76 | Installation, testing and comissioning of pumping plant & associated all equipments as per approved drwaing shall be done by bidder including painting of pumping plant and main piping valves. |
| 77 | Trial & Run of TW for 3 months Please Enable Macros to View BoQ information |