| 1 | 1 | PROVIDING, LAYING AND JOINTING OF Rising main and Distribution main PIPE LINES (RATES ARE BASED ON PHED BSR 2019 & PWD BSR 2013, RUIDP BSR 2017) | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 2 | Providing lowering , laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS :8329-2000 (amended upto date ), with internal cement mortar lining suitble for potable water with rubber ring (EPDM) Joints as per IS :5382-1985 including all taxes (central and local), transportation and frieght charges, inspection charges, loading/unloading charges, icluding cost of labour and material, specials (tee, bens, etc.) satisfactory hydraulic testing ,disinfection etc. complete as per technical specification and direction of engineer -in-charge. (excluding earth work ) Note:- Providing and fixing of all requisite special as per drawing , design and layout are inclusive in RM measurement of the item and shall notbe paid separatly .\n\n100 mm DI K7 | BI01010001010000000000000515BI0100001114 | 500 | Pmt |
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| 3 | 3 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical \nconnectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ lectro fusion welding method, including all taxes,transortation and freight charges,inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material,specials (Tee, bend etc.), satisfactory hydraulic testing,1.4 disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length \nin6M.\n90 mm dia pipe (HDPE PE-80 PN-6) | BI01010001010000000000000515BI0100001115 | 7850 | Pmt |
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| 4 | 4 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical \nconnectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ lectro fusion welding method, including all taxes,transortation and freight charges,inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material,specials (Tee, bend etc.), satisfactory hydraulic testing,1.4 disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length \nin6M.\n110 mm dia pipe (HDPE PE-80 PN-10) | BI01010001010000000000000515BI0100001116 | 750 | Pmt |
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| 5 | 5 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification& as per direction \nof Engineer. Manually operated class PN 1.0. (Category \"B\" ) | BI01010001010000000000000515BI0100001117 | | |
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| 6 | 6 | 100 mm dia PN 1.0 rating | BI01010001010000000000000515BI0100001118 | 15 | Each |
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| 7 | 7 | E/W in excavation in foundation trenches or drains I/c dressing of sides & ramming of bottoms lift uputo 1.5m I/c taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50m All kind of soil. | BI01010001010000000000000515BI0100001119 | 1951.04 | Pcum |
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| 8 | 8 | E/W -do- I/c stacking of useful material if available Ordinary rock. | BI01010001010000000000000515BI0100001120 | 1921.92 | Pcum |
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| 9 | 9 | E/W -do- I/c stacking of useful material if available Hard rock blasting prohibitated useful material 30%. | BI01010001010000000000000515BI0100001121 | 2070.25 | Pcum |
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| 10 | 10 | Less : useful material 30% | BI01010001010000000000000515BI0100001122 | 621.075 | Pcum |
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| 11 | 11 | Demolishing cement concrete including disposal of material within 50 meter lead :1:3:6 or richer mixture. | BI01010001010000000000000515BI0100001123 | 141 | Pcum |
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| 12 | 12 | Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate\nM15 grade Nominal Mix (with graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001124 | 141 | Pcum |
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| 13 | 13 | Repair Work at Filter Plant | BI01010001010000000000000515BI0100001125 | | |
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| 14 | 14 | Chopping loose and cracked concrete to required depth cleaning the exposed surface of steel and concrete with wire brush and sand blasting cleaning with a jet of water/ air as necessary and getting it dried with compressed air including all scaffolding :\nDepth up to 25 mm | BI01010001010000000000000515BI0100001126 | 35 | Sqm. |
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| 15 | 15 | Chopping loose and cracked concrete to required depth cleaning the exposed surface of steel and concrete with wire brush and sand blasting cleaning with a jet of water/ air as necessary and getting it dried with compressed air including all scaffolding :\nDepth up to 25 mm to 50 mm | BI01010001010000000000000515BI0100001127 | 30 | Sqm. |
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| 16 | 16 | Chopping loose and cracked concrete to required depth cleaning the exposed surface of steel and concrete with wire brush and sand blasting cleaning with a jet of water/ air as necessary and getting it dried with compressed air including all scaffolding :\nDepth up to 50 mm to 75 mm | BI01010001010000000000000515BI0100001128 | 10 | Sqm. |
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| 17 | 17 | Chopping loose and cracked concrete to required depth cleaning the exposed surface of steel and concrete with wire brush and sand blasting cleaning with a jet of water/ air as necessary and getting it dried with compressed air including all scaffolding :\nDepth up to 75 mm to 100 mm | BI01010001010000000000000515BI0100001129 | 10 | Sqm. |
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| 18 | 18 | Guniting damaged R.C.C. slab, beams and columns for strengthening with cement sand mortar 1:2 ( 1 cement : 2 sand ) including preparing the surface, making 'V\" shapes joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete including provided M.S. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm | BI01010001010000000000000515BI0100001130 | 25 | Sqm. |
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| 19 | 19 | Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001131 | 2.5 | pcum |
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| 20 | 20 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Mild steel and medium tensile bars (IS:432) | BI01010001010000000000000515BI0100001132 | 63 | Kg |
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| 21 | 21 | P&F T-iron frames for doors, windows and ventilators of mild steel Tee section, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or with fixing clips or with nut bolts as requires including fixing of neccessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001133 | 70 | KG |
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| 22 | 22 | Providing and fixing MS sheet single leaf door shutter in angle iron frame 35*35*5 mm suitabilly diagonally braced with 25*3 mm flat iron above and below lock rail of size 50*5 mm beading extra including all fittings, as per direction of Engineer In Charge but excluding cost of chaukhats, including two coats of anti- corrastie red oxide primer paint.MS sheet 18 SWG | BI01010001010000000000000515BI0100001134 | 5.04 | Sqm. |
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| 23 | 23 | Providing and laying cement concrete in RCC work in suspended floors, girders, cantilevers, stair cases, landing, balconies, bands, copings, bed plates anchor blocks, sills & beams etc. upto 4.5m height above plinth level M-20 grade mix 1:1.5:3(1cement; 1.5 coarse sand; 3 graded stone agg. 20mm nominal size). | BI01010001010000000000000515BI0100001135 | 20 | pcum |
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| 24 | 24 | Providing and fixing steel gate grating and grills made of oangle tees, square bars or others flats black pipe with hold fast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide. | BI01010001010000000000000515BI0100001136 | 200 | pkg |
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| 25 | 25 | Finishing wall with water proofing cement of approved brand and manufcture to give an even shade including all scaffoldng new work two or more coats. | BI01010001010000000000000515BI0100001137 | 740 | psqm |
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| 26 | 26 | Labour charge for taking out removal of old filter media (old sand layer ) from filter bed by excavation and its stacking / disposal with in a lead of 50 meter in the campus or as instructed by engineer in charge (RGF/SSF and pressure filter ) | BI01010001010000000000000515BI0100001138 | 130 | pcum |
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| 27 | 27 | Labour charges for taking out / removal of old place graded gravel layer from filter bed by excavation and its stacking near filter plant disposal with in a lead of 50 M in the campus or as instructed by engineer in charge ( RGF/ SSF/ and pressure filter. | BI01010001010000000000000515BI0100001139 | 65 | pcum |
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| 28 | 28 | Labour charges for screening of old sand (recevied from filter beds ) through the standard sieves washting the sand with HCL acid of required concentration as directed by the engineer in charge , so as to remove all the mud and other deposit from sand grains and then cleaning with water till the sand is as neat and clean that it impart no colour to clean while washing. It also includs placing this washed filter midea (sand ) in filter beds in layer as instructed by by engineer in charge (RGF, SSF and pressure filter ). | BI01010001010000000000000515BI0100001140 | 45.5 | pcum |
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| 29 | 29 | Labour charges for screening of old gravel (recevied from filter beds ) through the standard different sizes sieves for required sizes of gravel , washing the gravel HCL acid of required concentration as directed by engineer in charge , so as to remove all the mud and other deposit from gravel grains and then clean with water till the gravel is as neat and clean that is inpart no colour to clean while washing. It also includs placing this washed gravel in filter beds in layer as instructed by engineer in charge (RGF/ SSF and pressure filter). | BI01010001010000000000000515BI0100001141 | 39 | pcum |
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| 30 | 30 | Replacement of old and defective pipes of under drainage system of treatment plant of 80 mm nominal diameter AC Pressure Pipes of Class- 15 | BI01010001010000000000000515BI0100001142 | 600 | PRM |
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| 31 | 31 | Recasting of cement and concrete tee 80x80x80 mm suitable for filling within AC pressure pipes and sustain old existing system including filling og pipes properly and to restore as it is drainage system. | BI01010001010000000000000515BI0100001143 | 16 | Nos. |
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| 32 | 32 | Making perforation in 80 mm diameter AC pressure pipe from 5 to 10 mm dia. At 150 mm center to center distant in existing system. | BI01010001010000000000000515BI0100001144 | 1500 | Each |
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| 33 | 33 | Providing, Laying, Jointing, Commissioning and Testing of GI Pipes as per IS 1239: 2004 (Amended up to date) Class- Medium Duty in assorted length with specials, valves etc. this including the pipes, jointing material and specials etc. and other material himself own cost carting to site. Dismantling of road surface, excavation & earth work of trenches & as per detailed specification & drawing, then jointing with Jointing material (GI Pipes, Sockets, Bends, Tees, Union etc. and other material required for jointing of pipes shall be arranged by the contractor him self own cost). This includes GI Special like tees, bends, reducer, enlarger, end plug cutting of pipes and making of joints etc. and testing of system, cleaning of site complete job for: (Rates are Exclusive of Earth Work and WBM/ Chap/ Cement Concrete/ Bituminous Road cutting, but including GI specials like socket, tees, bends, reducer, enlarger, end plug etc.)- Pipes Nominal Dia. (100 mm)-For External Work | BI01010001010000000000000515BI0100001145 | 70 | Per Meter |
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| 34 | 34 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Category \"B\" \" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) 100 mm dia | BI01010001010000000000000515BI0100001146 | 16 | Each |
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| 35 | 35 | Providing and placing of new filter media as (i) sand shall be hard and resistant quartz or quartzite and free of clay , fine particles , soft grains and dirt of any description . (ii) Effective size shall be 0.20 to 0.30 mm. (iii) Uniformity coefficeint not be more than 5.0 nor less than 3.0. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 7.0 % by weight, (vi) silica content should not be less than 90% (vii) Specific gravity shall be in the range between 2.55 to 2.65 (viii) wearing loss shall not exceed 3.0 % and as per specification given in IS: 8419 (past I) (ix) The sand should not contain more than 2% of calcium and manganese calculated as carbonate. The work also include washing the sand with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of engineer in charge complete in all respect. The sand shall not contain more the 5 % acid soluble matter as determine by solubality test in appendix B of IS 8419 ( part I) ammended up to date (RGF, SSF and pressure | BI01010001010000000000000515BI0100001147 | 100 | pcum |
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| 36 | 36 | Providing and placing of new graded gravel as (i) size of gravel vary from 50 mm at the bottom to 2 to 5 mm at the top as detailed : (a) passing 80 mm screen but held on 10 mm- 150 mm layer (b) passing 25 mm screen but held on 10 mm - 50 mm layer ( c) passing 10 mm screen but held on 5 mm - 50 mm layer (d) passing 5 mm screen but held on 2 mm - 50 mm layer ; (ii) The filter gravel shall be as spherical as possible , Hard , clean and uniform in quality and also shall not contain such impurites as dirt and clay as per IS : 8419 (part I) for filter grave specification. The work also includs washing the sand with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction engineer in charge complete in all respect. THe sand shall not contain more than 5 % acid soluble matter as determine by solubility test in appendix B of IS 8419 ( part I) ammended up to date (RGF, SSF and pressure filter ) | BI01010001010000000000000515BI0100001148 | 35 | pcum |
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| 37 | 37 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.\n 13 KW (17.5 HP) & head up to 120 mtr. | BI01010001010000000000000515BI0100001149 | 26 | PKW |
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| 38 | 38 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 Volt AC Supply.\nAbove 15 HP | BI01010001010000000000000515BI0100001150 | 1 | Each |
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