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Tender For Work Of Providing Laying Jointing And Commissioning Of Various Size Of Di/Hdpe Pipe Line With Allied Works For Various Wss Under Jurisdiction Of Phed Division Beawar On Annual Rate Contract Basis - WORK OF PROVIDING, LAYING, JOINTING AND COMMISSIONING OF VARIOUS SIZE OF DI/HDPE PIPE LINE WITH ALLIED WORKS FOR VARIOUS WSS UNDER JURISDICTION OF PHED DIVISION BEAWAR ON ANNUAL RATE CONTRACT BASIS Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),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, commissioning 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. 2 100 mm 3 150 mm 4 200 mm 5 250 mm 6 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),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, commissioning 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. 7 100 mm 8 150 mm 9 200 mm 10 250 mm 11 300 mm 12 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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. 13 HDPE PE-80PN-6 14 63 mm dia 15 75 mm dia 16 90 mm dia 17 110 mm dia 18 HDPE PE-100PN-6 19 63 mm dia 20 75 mm dia 21 90 mm dia 22 110 mm dia 23 HDPE PE-80PN-10 24 90 mm dia 25 110 mm dia 26 HDPE PE-80PN-10 27 90 mm dia 28 110 mm dia 29 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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. 30 HDPE PE-80PN-6 31 125 mm dia 32 140 mm dia 33 160 mm dia 34 180 mm dia 35 200 mm dia 36 225 mm dia 37 HDPE PE-100PN-6 38 125 mm dia 39 140 mm dia 40 160 mm dia 41 180 mm dia 42 200 mm dia 43 225 mm dia 44 HDPE PE-80PN-10 45 125 mm dia 46 140 mm dia 47 160 mm dia 48 180 mm dia 49 200 mm dia 50 225 mm dia 51 HDPE PE-100PN-10 52 125 mm dia 53 140 mm dia 54 160 mm dia 55 180 mm dia 56 200 mm dia 57 225 mm dia 58 Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). 59 All End Socketed 60 Up to 300 mm Diameter 61 Above 300mm and up to 600 mm diameter 62 All End Flanged 63 Up to 300 mm Diameter 64 Above 300mm and up to 600 mm diameter 65 Single Flange/ MJ Collar 66 Up to 300 mm Diameter 67 Above 300mm and up to 600 mm diameter 68 Above 600 mm diameter 69 Single Flange/ MJ Collar 70 Up to 300 mm Diameter 71 Above 300mm and up to 600 mm diameter 72 Above 600 mm diameter 73 Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). 74 All End Socketed 75 Up to 300 mm Diameter 76 All End Flanged 77 Up to 300 mm Diameter 78 Single Flange/ MJ Collar 79 Up to 300 mm Diameter 80 Double Flange Pipe (up to 1 mtr. length) 81 Up to 300 mm Diameter 82 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. 83 MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) 84 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. 85 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 86 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 87 EARTH WORK 88 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 89 Add extra for trenches for every additional lift over item no 4.1 90 Above 1.5 mtr and up to 3.0 mtr. 91 Above 3.0 mtr and up to 4.5 mtr. 92 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 93 Ordinary rock 94 Hard rock (requiring blasting) 95 Hard rock(blasting prohibited) 96 Add extra for trenches for every additional lift over item no 4.3 97 Above 1.5 mtr and up to 3.0 mtr. 98 Above 3.0 mtr and up to 4.5 mtr. 99 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 shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 100 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 made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 101 Bituminous courses 102 Granular courses 103 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 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 shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 104 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 shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 105 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 106 Plain cement concrete pavementof M-30 Grade 107 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non 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 of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical 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)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 108 60 mm thick. 109 80 mm thick. 110 100 mm thick 111 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. 112 300 mm Dia 8 mm thick casing pipe. 113 Removing& Re-fixing of Bricks Kharanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead up to 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of80 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. Note: If existing bricks used more than 80%, than for every 1% above 80% use, deduction of 1% in cost shall be done for every 1% use above 80%. 114 Horizontal aligned Bricks 115 Vertical aligned Bricks 116 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of 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 - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsertion rubber of black EPDM 6mm thick . 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. 117 Manually Operated CI Sluice valve of Class PN-1.0 118 80 mm HW 119 100 mm HW 120 125 mm HW 121 150 mm HW 122 200 mm HW 123 250 mm HW 124 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 316/410 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) Insertion 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. 125 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 126 80 mm dia 127 100 mm dia 128 125 mm dia 129 150 mm dia 130 200 mm dia 131 250 mm dia 132 300 mm dia 133 350 mm dia 134 400 mm dia 135 Removing of existing CI/ DI Double flange sluice valves, non return valves, butter fly valves etc. in existing Distribution/ Rising Main/ Transmission Main pipe line of following sizes, works include de-jointing of valve, dewatering, taking it out of the pit with adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & up to ground level. Work shall be done as per specification, scope of work and direction of Engineer-in-charge. All old material shall be removed safely & all old material shall be deposited in Divisional Store.Note: Rates are exclusive of earth work and road cutting. 136 80 mm 137 100 mm 138 125 mm 139 150 mm 140 200 mm 141 250 mm 142 300 mm 143 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 144 For Class-AA loading 145 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-up to 100 mm 146 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 147 Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm 148 Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm 149 Sluice valve chamber of size 1.61m x1.75m x2.85mfor pipe size-from 500-to-700mm 150 For Class-A loading 151 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 152 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 153 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 154 Sluice valve chamber of size1.39m x1.43m x2.185mfor pipe size-from 350-to-450mm 155 Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm 156 For in-campus Valve Chambers 157 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 158 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 159 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 160 Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm 161 Sluice valve chamber of size1.61m x1.75m x2.72mfor pipe size-from 500-to-700mm 162 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 163 Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). 164 In all type Soil 165 80 to 110 mm 166 Add on above item no.1.12 for B.T. Road(5%) 167 Add on above item no.1.12 for CC Road (10%) 168 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. (20%) 169 125 to 165 mm 170 Add on above item no.1.12 for B.T. Road 171 Add on above item no.1.12 for CC Road 172 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. 173 200 to 300 mm 174 Add on above item no.1.12 for B.T. Road 175 Add on above item no.1.12 for CC Road 176 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. 177 Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). 178 In all type Soil 179 80 to 110 mm 180 Add on above item no.1.12 for B.T. Road(5%) 181 Add on above item no.1.12 for CC Road (10%) 182 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. (20%) 183 125 to 165 mm 184 Add on above item no.1.12 for B.T. Road 185 Add on above item no.1.12 for CC Road 186 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. 187 200 to 300 mm 188 Add on above item no.1.12 for B.T. Road 189 Add on above item no.1.12 for CC Road 190 Add on above item no. 1.12 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. 191 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 316/410 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) Insertion 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. 192 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 193 80 mm dia 194 100 mm dia 195 125 mm dia 196 150 mm dia 197 200 mm dia
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