RURAL WATER SUPPLY SCHEME Work Of Augmentation Of Various Rwss Of Khandela And Srimadhopur Block Villages To Provide Fhtcs Including One Year Defect Liability Period Of Svs And O And M During Dlp Under Jjm In The Jurisdiction Of Phed Div Neemkathana
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26 Aug 2021
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10000
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Online
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NCB
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Location / State
Khandela and Srimadhopur → Rajasthan
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Project Description
RURAL WATER SUPPLY SCHEME Work Of Augmentation Of Various Rwss Of Khandela And Srimadhopur Block Villages To Provide Fhtcs Including One Year Defect Liability Period Of Svs And O And M During Dlp Under Jjm In The Jurisdiction Of Phed Div Neemkathana District Sikar
BOQ
| Sl. No. | Item Description |
| 1 | Construction & Commissioning of TW |
| 2 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. |
| 3 | Nominal bore 150 mm dia. |
| 4 | Nominal bore 200 mm dia. |
| 5 | Nominal bore 250 mm dia. |
| 6 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 7 | Construction of Tube Well from ground level and upto 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 8 | Nominal bore 200 mm dia. |
| 9 | Nominal bore 250 mm dia. |
| 10 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 11 | Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. |
| 12 | Nominal bore 150 mm dia. |
| 13 | Nominal bore 200 mm dia. |
| 14 | Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr. |
| 15 | Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. |
| 16 | Nominal bore 150 mm dia. |
| 17 | Nominal bore 200 mm dia. |
| 18 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 19 | Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. |
| 20 | Nominal bore 150 mm dia. |
| 21 | Nominal bore 200 mm dia. |
| 22 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. |
| 23 | Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 24 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 25 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 26 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 27 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 28 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 29 | 125 mm dia nominal bore of 4.8 mm thickness |
| 30 | 150 mm dia nominal bore of 4.8 mm thickness |
| 31 | 200 mm dia nominal bore of 5.4mm thickness |
| 32 | Providing & laying ISI marked GI Pipe “A” class as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 33 | Supply & Installation of 3 phase ISI marked submersible motor pump set offive 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. |
| 34 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 35 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 36 | 7.5 KW (10 HP) & head up to 120 mtr. |
| 37 | 7.5 KW (10 HP) & head above 120 mtr. |
| 38 | 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 39 | 9.3KW (12.5 HP) & head above 120 mtr. |
| 40 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,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 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm 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 platform. The size of CC platform 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 on 440 Volt AC Supply. |
| 41 | Up to 5.00 HP |
| 42 | 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 preventer, 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 gauge M.S. Sheet with powder coating. Panel should be ofminimum 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 platform 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 on 440 Volt AC Supply. |
| 43 | Above 5 HP and up to 10 HP |
| 44 | Above 10 HP and up to 15 HP |
| 45 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. |
| 46 | 3 core 4.0 Sq.mm |
| 47 | 3 core 6.0 Sq.mm |
| 48 | 3 core 10.0 Sq.mm |
| 49 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 50 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 51 | Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 52 | 125 mm dia |
| 53 | 150 mm dia |
| 54 | 200 mm dia |
| 55 | Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 56 | 50 mm dia |
| 57 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 58 | 50 mm dia |
| 59 | 65 mm dia |
| 60 | Construction & Commissioning of Storage Structure |
| 61 | Construction of RCC flat slab Over Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . |
| 62 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. |
| 63 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: |
| 64 | Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% |
| 65 | Forfoundation on SBC more than 5 MT/sqm and upto 7 MT/sqm, add 7.5%. |
| 66 | For foundation on SBC more than 18MT/sqm rates decreased by 5 % |
| 67 | Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. |
| 68 | Rates for RCC OHSR, SBC 10T/sqm and seismic zone II . |
| 69 | 50 KL, 12 Mtr staging |
| 70 | 50 KL, 15 Mtr staging |
| 71 | 50 KL, 18 Mtr staging |
| 72 | 75 KL, 12 Mtr staging |
| 73 | 75 KL, 15 Mtr staging |
| 74 | 75 KL, 18 Mtr staging |
| 75 | Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . |
| 76 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. |
| 77 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: |
| 78 | Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% |
| 79 | Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. |
| 80 | For foundation on SBC more than 18MT/sqm rates decreased by 5 % |
| 81 | For foundation on SBC more than 10MT/sqm rates decreased by 5 % |
| 82 | The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as below |
| 83 | For staging 20 Mtr add 5% |
| 84 | For staging 22 Mtr add 7% |
| 85 | For staging above 22 Mtr add 2% per mtr over rate of 22 mtr staging ( only in exceptional condition where hydraulics does not permit) |
| 86 | For staging less than 18 Mtr decrease 2% per Mtr. |
| 87 | Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. |
| 88 | Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. |
| 89 | 100 KL capacity |
| 90 | 150 KL capacity |
| 91 | 200 KL capacity |
| 92 | 250 KL capacity |
| 93 | 300 KL capacity |
| 94 | 350 KL capacity |
| 95 | 400 KL capacity |
| 96 | Construction of RCC Clear Water Reservoirsof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. |
| 97 | Notes |
| 98 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. |
| 99 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: |
| 100 | Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% |
| 101 | Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. |
| 102 | For foundation on SBC more than 18MT/sqm rates decreased by 5 % |
| 103 | Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. |
| 104 | Rates for RCC Rectangular Flat SlabCWR, SBC 10T/sqm, seismic zone II . |
| 105 | up to100 KL capacity |
| 106 | 150 KL capacity |
| 107 | 200 KL capacity |
| 108 | 250 KL capacity |
| 109 | Rates for RCC Circular Flat SlabCWR, SBC 10T/sqm, seismic zone II . |
| 110 | up to100 KL capacity |
| 111 | 150 KL capacity |
| 112 | 200 KL capacity |
| 113 | 250 KL capacity |
| 114 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 115 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 116 | 150 mm HW |
| 117 | 200 mm HW |
| 118 | 100 mm HW |
| 119 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 120 | 100 mm |
| 121 | 150 mm |
| 122 | 200 mm |
| 123 | 250 mm |
| 124 | 300 mm |
| 125 | 350 mm |
| 126 | 400 mm |
| 127 | Rising Main Pipeline |
| 128 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. |
| 129 | In all type of soil |
| 130 | For HDPE pipe line dia up to 110 mm |
| 131 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 132 | For dia of pipe above 150 mm and up to 350 mm nominal. |
| 133 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10%for each layer of 100 mm thick road cut i.e. 20% for 200 mmthick and so on. |
| 134 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : 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. |
| 135 | 80 mm |
| 136 | 100 mm |
| 137 | 150 mm |
| 138 | 200 mm |
| 139 | 250 mm |
| 140 | 300 mm |
| 141 | 350 mm |
| 142 | 400 mm |
| 143 | 450 mm |
| 144 | 500 mm |
| 145 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : 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 may be in coil or straight length in 6 M/12 M. |
| 146 | HDPE PE-80PN-10 |
| 147 | 90 mm dia |
| 148 | 110 mm dia |
| 149 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : 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 of pipe shall be in straight length in 6/12 M. |
| 150 | HDPE PE-80PN-10 |
| 151 | 125 mm dia |
| 152 | 140 mm dia |
| 153 | 160 mm dia |
| 154 | 180 mm dia |
| 155 | 200 mm dia |
| 156 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 157 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 158 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 159 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 160 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 161 | 80 mm HW |
| 162 | 100 mm HW |
| 163 | 125 mm HW |
| 164 | 150 mm HW |
| 165 | 200 mm HW |
| 166 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS, Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats ofpaint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 167 | Class PN 1.0 |
| 168 | 40 mm |
| 169 | 50 mm |
| 170 | 80 mm |
| 171 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date), Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200 ,Float- LP ball & HP ball : AISI 304 stainless Steel, Float Guide- HTB1,Seat ring & Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside, Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.0 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 172 | Class PN 1.0 |
| 173 | 40 mm |
| 174 | 50 mm |
| 175 | 80 mm |
| 176 | Distribution Pipeline |
| 177 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : 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. |
| 178 | 80 mm |
| 179 | 100 mm |
| 180 | 150 mm |
| 181 | 200 mm |
| 182 | 250 mm |
| 183 | 300 mm |
| 184 | 350 mm |
| 185 | 400 mm |
| 186 | 450 mm |
| 187 | 500 mm |
| 188 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : 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 may be in coil or straight length in 6 M/12 M. |
| 189 | HDPE PE-80PN-6 |
| 190 | 75 mm dia |
| 191 | 90 mm dia |
| 192 | 110 mm dia |
| 193 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : 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 of pipe shall be in straight length in 6/12 M. |
| 194 | HDPE PE-80PN-6 |
| 195 | 125 mm dia |
| 196 | 140 mm dia |
| 197 | 160 mm dia |
| 198 | 180 mm dia |
| 199 | 200 mm dia |
| 200 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 201 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 202 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 203 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 204 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 205 | 80 mm HW |
| 206 | 100 mm HW |
| 207 | 125 mm HW |
| 208 | 150 mm HW |
| 209 | 200 mm HW |
| 210 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. |
| 211 | In all type of soil |
| 212 | For HDPE pipe line dia up to 110 mm |
| 213 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 214 | For dia of pipe above 150 mm and up to 350 mm nominal. |
| 215 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10%for each layer of 100 mm thick road cut i.e. 20% for 200 mmthick and so on. |
| 216 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 217 | Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 218 | Bituminous courses |
| 219 | Granular courses |
| 220 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 221 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 222 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). |
| 223 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 224 | a) 60 mm thick. |
| 225 | b) 80 mm thick. |
| 226 | c) 100 mm thick |
| 227 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 228 | 300 mm Dia 8 mm thick casing pipe with protective coating. |
| 229 | 400 mm Dia 8 mm thick casing pipe with protective coating. |
| 230 | 500 mm Dia 8 mm thick casing pipe with protective coating. |
| 231 | 600 mm Dia 10 mm thick casing pipe with protective coating. |
| 232 | Construction of RCC Valve Chamber |
| 233 | Earth work in excavation in foundationtrenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m. |
| 234 | All kind ofsoil. |
| 235 | 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. |
| 236 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 237 | Centering&shutteringwithplywood or steel sheetsincludingstruttings proppingbracing bothwayswithwoodenmembersremovalofform work forup to floor three level for: Walls ( any thickness) including attached pilaster buttresses , plinth and string course |
| 238 | Centering&shutteringwithplywood or steel sheetsincludingstruttings proppingbracing bothwayswithwoodenmembersremovalofform work forup to floor three level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc. |
| 239 | RCCworkincluding atteched pilasters ,buttresses, plinth and string coureses, fillets,columns,pillers, abutements, posts etc. upto floor three level including curing,compaction,finishing 1:1.5:3.(M-20). |
| 240 | Providing and fabricatting reinforcement for RCC work including straightening, cutting, bending, and placing in position in binding (including cost of binding wire) All complete up to floor Three level. Thermomechanically Treated bars (Conforming of relevent IS code) |
| 241 | Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia) |
| 242 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. |
| 243 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. |
| 244 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. |
| 245 | Pumps and EMI Works |
| 246 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. |
| 247 | Centrifugal Monoblock Pump set (Single Stage) |
| 248 | 3.0 HP |
| 249 | 5.0 HP |
| 250 | 7.5 HP |
| 251 | 10 HP |
| 252 | 12.5 HP |
| 253 | 15 HP |
| 254 | 20.0 HP |
| 255 | Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor ( water immersed, dry air filled, class \"F\" insulated TEWC motor integrally mounted on vollute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. |
| 256 | 15 KW |
| 257 | 18.5 KW |
| 258 | 22 KW |
| 259 | 30 KW |
| 260 | 37 KW |
| 261 | 45 KW |
| 262 | 55 KW |
| 263 | 75 KW |
| 264 | 90 KW |
| 265 | 110 KW |
| 266 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. |
| 267 | 3.0 HP |
| 268 | 5.0 HP |
| 269 | 7.5 HP |
| 270 | 10.0 HP |
| 271 | 12.5 HP |
| 272 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 273 | Class PN 1.0 |
| 274 | 80 mm dia |
| 275 | 100 mm dia |
| 276 | 125 mm dia |
| 277 | 150 mm dia |
| 278 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 279 | Class PN 1.0 |
| 280 | 80 mm dia |
| 281 | 100 mm dia |
| 282 | 125 mm dia |
| 283 | 150 mm dia |
| 284 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 285 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 |
| 286 | 80 mm dia |
| 287 | 100 mm dia |
| 288 | 125 mm dia |
| 289 | 150 mm dia |
| 290 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 |
| 291 | 80 mm dia |
| 292 | 100 mm dia. |
| 293 | 125 mm dia. |
| 294 | 150 mm dia. |
| 295 | Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 |
| 296 | 80 mm dia |
| 297 | 100 mm dia. |
| 298 | 125 mm dia. |
| 299 | STAR DELTA STARTER 12.5 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 300 | STAR DELTA STARTER 15.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 301 | STAR DELTA STARTER 30.0 HP (1W+ 1S): I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 302 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 303 | BFM 80 mm |
| 304 | BFM100 mm |
| 305 | BFM125 mm |
| 306 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 307 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (Pump House Internal) |
| 308 | 3 core 10.0 Sq.mm |
| 309 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. (JVVNL to Pump House) |
| 310 | 16.0 Sq.mm, 4 core |
| 311 | FHTC |
| 312 | Providing service connection as per technical specification and standard drawing as per relevant IS code (amended upto date) from all kind of water mains up to consumer Meter/ premises (completed job) this job includes digging out suitable size of pets and trench for laying service line in all kind of soil including demolition of cement concrete wbm, black top etc. of all thickness; cutting of CC road / Jhiri by using a concrete cutter machine; depositing and refilling of pit and Jhiri with watering and ramming/ compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 metre; providing and fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm(ISI) make gun metalNRV (isi Make), valve( IS 778) and specials with mdpe pipe pe-80 pn-12.5 as per ISO 4427 below ground level andP&F GI pipe 15mm dia class B (ISI Mark) above ground level in the premises for fixing tap ( maximum lenth with flashing, cleaning, disinfecting and testing of pipe line complete required fo mtr.)P &fservice connection complete in all respect including mm bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300to 325 gm including accessories with flushing ,cleaning, disinfection and testing of pipe line complete requried for making of service connection complete in all respect includinglabour charges. in addition to the ferrule and orifice of 4 mm dia should also be provided in the service line at the entry point of the consumer\"s property in such a way that it should be accessible for inspection of VWSE,PHED and any other authortywhich would be like to be inspect as and when required the service line should be laid at least 45 CM below ground level, except in case of concrete bituminous roads where minimum depth Shal be 20 cm. For detailed specification of MDPE pipeS please refer section technical specifications of bid document. general specification of mdpe pipe shall be under: The raw material Shal be virgin PE-80 blue compound any comply with the requirement of ISO/directive of testing material; 9080with minimum required of strength of 8 kg/ per cm. The raw material shall be Food grade quality pressure rating Shall be 12.5 bar.The Pipe Shal bear iso marking |
| 313 | Average length up to 05 mtr 20mm dia MDPE pipe.and 02 mtr15mm GI PipeClass B |
AI Tender Summary
Tender Timeline
Aug 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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