Public Health Engineering Department-PHED has published Work Of Construction And Commissioning Of Tube Well , Rcc Ohsr And Cwr And P/L/J Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour With 12 Months Defect Li. Submission Date for this Tender is 07-12-2020. Rising Mains Tenders in SE DISTRICT CIRCLE JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Oct-2020 | Date | Date | 02-11-2020 |
| 2 | 02-Nov-2020 | Date Corrrigendum | Date | 09-11-2020 |
| 3 | 09-Nov-2020 | Date Corrrigendum Nit 59 | Date | 07-12-2020 |
| 4 | 30-Nov-2020 | Fee | Fee | 07-12-2020 |
| Name of Work: Work of const. and comm. of TW, RCC OHSR and CWR and P/L/J of Rising main and Internal Dist. Network alongwith providing FHTC from already laid/ New distri. PL to property line, incl. all material and labour with 12 months defect liability period of RWSS KHORA MEENA BLOCK AMER District Jaipur | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Const. & Comm. of 200mm Dia Tube Well | |||
| 2 | 2 | Construction of TUBE-WELL from ground levels and up to 100 mtr. Depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 part 1: 1991 and IS : 2800 part II 1979 (both emended upto date ) and technical specifications with gravel as per IS : 4097-1967 and its packing as per IS: 2800 (part I & II) 1979 as amended up to date (the work includes the cost of gravel & its 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 | 3 | Nominal bore 200 mm dia. | 140 | Mtr | |
| 4 | 4 | Construction tube well after complition of drilling by rotary method & upto 150meter. Depth in all types of rock by DTH system as per IS : 2800 part 1 : 1991 and IS: 2800 part II 1979 (both emendment upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water . The bore well should hjave a throughout nominal size bore beyond casing pipe.(Part I & II ) 1979 specification. The work would be complete after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. | |||
| 5 | 5 | Nominal bore 200 mm dia. | 200 | Mtr | |
| 6 | 6 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes | |||
| 7 | 7 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 142 | mtr | |
| 8 | 8 | 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. | |||
| 9 | 9 | 200 mm dia nominal bore of 5.4mm thickness | 24 | Mtr | |
| 10 | 10 | Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect. | 12 | Mtr | |
| 11 | 11 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. | |||
| 12 | 12 | 3 core 4.0 mm2 | 660 | Mtr | |
| 13 | 13 | Providing & Lowering in tubewell 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 number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. | |||
| 14 | 14 | 50 mm dia | 300 | Mtr | |
| 15 | 15 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or 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. (4 Nos. 7.5 KW each) | |||
| 16 | 16 | 7.5 KW (10 HP) & head above 120 mtr. | 30 | KW | |
| 17 | 17 | 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 on 440 Volt AC Supply. | |||
| 18 | 18 | Above 5 HP and up to 10 HP | 2 | Each | |
| 19 | 19 | Supply & Fixing XLPE insulated/ PVC sheathed cables of 1.1 KV grade with aluminium conductor of armoured of IS:7098-I/1554-I approved make in ground as per IS:1255 of including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand II class brick covering, refilling earth, compaction of earth, making of connection, testing etc as required size. | |||
| 20 | 20 | 16.0 Sqmm 4 core | 70 | Mtr | |
| 21 | 21 | Supply & Fixing tube well cover of 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 end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). 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. | |||
| 22 | 22 | 200 mm dia | 2 | Each | |
| 23 | 23 | Providing and fixing of double flenged CI body ISI marked NRV of approved make of following sizes:- 65 mm dia. | 2 | Each | |
| 24 | 24 | Supplying & installing 100mm dia mtr sealed diaphragm bourdon type pressure gauge along with including all jointing materials range 0 to 10 kg. as per specification with safety cover (as per drawing) | 2 | Each | |
| 25 | 25 | 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 and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.65 mm dia | 2 | Each | |
| 26 | 26 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 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. \n | 2 | Each | |
| 27 | 27 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 2 | Each | |
| 28 | 28 | Pipe Line (Rising Main) | |||
| 29 | 29 | 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 suitable for potable water 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) \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. | |||
| 30 | 30 | 100 mm | 500 | RM | |
| 31 | 31 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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). \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.\nSupply of pipe shall be in straight length in 6/12 M. | |||
| 32 | 32 | 140 mm HDPE PE-80 PN-10 | 1400 | RM | |
| 33 | 33 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 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) . \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.\nSupply may be in coil or straight length in 6 M/12 M. | |||
| 34 | 34 | 90 mm HDPE PE-80 PN-10 | 600 | RM | |
| 35 | 35 | 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 for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soils | |||
| 36 | 36 | For HDPE pipe line dia up to 110 mm | 600 | RM | |
| 37 | 37 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 1400 | RM | |
| 38 | 38 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves 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/ FG200 Stem - 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 . Suitable support 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 39 | 39 | 150 mm dia | 1 | Each | |
| 40 | 40 | 100 mm dia | 2 | Each | |
| 41 | 41 | 80 mm dia | 2 | Each | |
| 42 | 42 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual 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 of IS: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 ,Spring SS 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 . Suitable support 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 43 | 43 | 80 mm dia | 2 | Each | |
| 44 | 44 | Supply and fixing of CI fittings and specials manufactured and tested as per IS relevant IS Code duly coated internally and externally with hot applied (dip) bituminus paint. Nominal test pressure shall be 25 kg/cm2 (2.5 Mpa) | 380 | Kg | |
| 45 | 45 | Dismantling of cement concrete pavement for pipe line and 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 made as per standard trench width specified in tender document and no extra payment shall 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. | 5 | Cum | |
| 46 | 46 | 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 5 | Cum | |
| 47 | 47 | RCC CWR 75 KL | |||
| 48 | 48 | Construction of RCC Clear Water Reservoirs of 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.Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II . | 75000 | Litre | |
| 49 | 49 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 50 | 50 | 100mm | 24 | RM | |
| 51 | 51 | 150mm | 18 | RM | |
| 52 | 52 | RCC OHSR 200 KL 18 Mtr Staging | |||
| 53 | 53 | Construction of RCC INTZE type Head Service Reservoir of following capacity and 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 including providing 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 of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to 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 tightness test 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 . | |||
| 54 | 54 | Notes | |||
| 55 | 55 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement. | |||
| 56 | 56 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 tonnes per square metre. These rates shall be increased or decreased for variation in SBC as below: | |||
| 57 | 57 | 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 | |||
| 58 | 58 | Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | |||
| 59 | 59 | 200 KL Capacity | 200000 | Litre | |
| 60 | 60 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical 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 testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 61 | 61 | 100 mm | 30 | Mtr | |
| 62 | 62 | 150 mm | 95 | Mtr | |
| 63 | 63 | 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 vulcanised rubber 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. Suitable support 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. | |||
| 64 | 64 | 100mm | 2 | Each | |
| 65 | 65 | 150mm | 6 | Each | |
| 66 | 66 | Supply and fixing of CI fittings and specials manufactured and tested as per IS relevant IS Code duly coated internally and externally with hot applied (dip) bituminus paint. Nominal test pressure shall be 25 kg/cm2 (2.5 Mpa) | 500 | Kg | |
| 67 | 67 | Const. of Panel room of size 4M X 4M | |||
| 68 | 68 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (not exceeding 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:\nAll kinds of soil | 15 | Cum | |
| 69 | 69 | 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 M-10 grade nominal mix.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 8 | Cum | |
| 70 | 70 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 13 | Cum. | |
| 71 | 71 | Providing and laying damp proof course with cement concrete grade M-150 mortar prepared with 1% solution of water proof compound) complete as per specification 75 mm. thick | 6 | Sqm | |
| 72 | 72 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) | 16 | Cum | |
| 73 | 73 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | 40 | Sqm | |
| 74 | 74 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix | 6 | Cum | |
| 75 | 75 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically treated bars(conforming to relevent IS Code) | 400 | Per Kg. | |
| 76 | 76 | providing gola 75x75 mm in cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 ( 1 cement: 3 fine sand as per standerd design | 18 | Mtr. | |
| 77 | 77 | Plaster on new surface of walls in cement sand mortar 1:6, including raking of joints etc. complete fine finished, 20 mm. thick | 150 | Sqm | |
| 78 | 78 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm). | 80 | Sqm | |
| 79 | 79 | Distempering with Ist quality accrylic washable distemper of approved manufactrer and of required shade and colour complete including all scaffolding as perc manufacturer specification. Two or more coats on new work including preparation of base with primer ,putty,lipy etc. complete in all respect | 70 | Sqm | |
| 80 | 80 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. | 31 | Sqm | |
| 81 | 81 | P & F of M.S. J- hook of standard design made out of 16 mm dia. M.S. round bar and fixed with cement concrete mortar with required support as required. | 1 | each | |
| 82 | 82 | Cement concrete flooring grade 1 : 2 : 4 (1-cement : 2-coarse sand : 4-graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or grooves etc complete but excluding the cost of noising of steps etc. complete. 40 mm thick with 20 mm thick nominal size aggregate. | 4 | Sqm | |
| 83 | 83 | 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 M-10 grade nominal mix.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). | 4 | Cum | |
| 84 | 84 | kota stone slab floring 25 mm thick over 20 mm (average ) thick base laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4(1 cement: 4 coarse sand) for area of each slab from 901 to 2000 sqm cm | 36 | Sqm. | |
| 85 | 85 | Providing and fixing T- iron angle frames for doors, windows and ventilators of mild steel Tee or angle section joint mitred and welded with 15x3 mm. lugs 10 cm. Long embed in cement concrete block 15x10x10 cm. Size of 1:3:6 ( 1cement : 3course sand : 6graded stone aggregates 20mm. nominal size) or with wooden plugs and screws or with bolts and nuts as required including finishing of necessary but hinges and screws and applying priming coat of approved steel primer | 150 | Per Kg. | |
| 86 | 86 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : | |||
| 87 | 87 | Windows side hung /Ventilators top or centre hung (openable) | 2.88 | Sqm. | |
| 88 | 88 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint extra for double leaf shutter. | 5 | Sqm. | |
| 89 | 89 | ELECTRIC WORK | |||
| 90 | 90 | Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 Sqmm.nominal size FR PVC insulated unsheathed fiexible copper conductor 1.1 kv grade and 1.5 Sqmm.nominal size FR PVC insulated unsheathed fiexible copper earth conductor 1.1 kv grade(IS:694) of approved make in double lock ISI marked single lock PVC casing capping & its accesories , 18SWG MS box earth terminal,screwless cage connectors for neutral looping in switch board & false ceiling point ,6 A switch, 3 mmthick phenolic laminated sheet, zinc plated/brass screw,cup washers,making connections,testing etc as required. | |||
| 91 | 91 | Short point ( Up to 3 m.) | 2 | P.point | |
| 92 | 92 | Medium point ( Up to 6 m.) | 2 | P.point | |
| 93 | 93 | Long point ( Up to 10 m.) | 4 | P.point | |
| 94 | 94 | P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube) | |||
| 95 | 95 | 1 X 36 Watts with OCCB | 4 | Each | |
| 96 | 96 | P & F of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current , conforming to IS:13947-4-1/IEC:947-4-1, Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. | |||
| 97 | 97 | 11 to 20 KVAR | 2 | Each | |
| 98 | 98 | P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. | |||
| 99 | 99 | 1400 mm sweep | 2 | Each | |
| 100 | 100 | P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube) | |||
| 101 | 101 | 1 X 36 Watts with EB | 4 | Each | |
| 102 | 102 | P & F Fluorscent tube rod in existing fixtures as required, minimum 3 STAR rating | |||
| 103 | 103 | 36/40 Watts | 4 | Each | |
| 104 | 104 | P&F of IP54 integral medium bay/ HighBay totally enclosed ceiling mounting/ suspension/ Side mounted type Luminaries comprising of die cast aluminium capsule in stove enamel finished & spun alunimium reflector. Suitable for HPSV / MH lamp comprising of Copper wound ballast, power factor improvement capacitor & Electronic ignitor. covered with rubber gasket heat resistant flat toughened glass, porcelain holder, safety chain, rewired with PVC insulated copper conductor up to terminal block including making connection etc. (Without lamp ) | |||
| 105 | 105 | 1 X 250 Watt | 2 | Each | |
| 106 | 106 | SANITARY WORK | |||
| 107 | 107 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved qualty /make. | |||
| 108 | 108 | Door Bend 87.5 Dg. 110 mm dia | 5 | Each | |
| 109 | 109 | Bend 45 Dg. 110 mm dia | 5 | Each | |
| 110 | 110 | Pipe Clip 110 mm dia | 9 | Each | |
| 111 | 111 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make | |||
| 112 | 112 | 110 mm dia. | 12 | R Mtr | |
| 113 | 113 | Boundary wall Work | |||
| 114 | 114 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | 70 | Each | |
| 115 | 115 | 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. | 304.437 | Kg | |
| 116 | 116 | Providing and istallation of Mono block pump set with EMI works | |||
| 117 | 117 | 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. complete in all respect as per specification, 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. | |||
| 118 | 118 | 15.0 HP | 2 | KW | |
| 119 | 119 | SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.\n | |||
| 120 | 120 | 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 \n 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) | 1 | Each | |
| 121 | 121 | Providing & fixing of flanged/ plain ended MS specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning ,fixing in position at all level/depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipeline as per technical specification and direction of Engineer in charge. | |||
| 122 | 122 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 160 | Kg | |
| 123 | 123 | 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 make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core | 20 | RM | |
| 124 | 124 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 10.0 Sq.mm | 20 | RM | |
| 125 | 125 | 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 vulcanised rubber 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. Suitable support 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 126 | 126 | 100 mm dia | 2 | Each | |
| 127 | 127 | 150 mm dia | 1 | Each | |
| 128 | 128 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual 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 of IS: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 ,Spring SS 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 . Suitable support 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 129 | 129 | 100 mm dia | 2 | Each | |
| 130 | 130 | 150 mm dia | 1 | Each | |
| 131 | 131 | Pipe Line (Distribution Main) | |||
| 132 | 132 | 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 suitable for potable water 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) \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. | |||
| 133 | 133 | 100 mm | 1000 | RM | |
| 134 | 134 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 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) . \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.\nSupply may be in coil or straight length in 6 M/12 M. | |||
| 135 | 135 | 110 mm HDPE PE-80 PN-6 | 1800 | RM | |
| 136 | 136 | 90 mm HDPE PE-80 PN-6 | 4200 | RM | |
| 137 | 137 | 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 for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soils | |||
| 138 | 138 | For HDPE pipe line dia up to 110 mm | 6000 | RM | |
| 139 | 139 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. | |||
| 140 | 140 | 80 mm dia | 1300 | RM | |
| 141 | 141 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves 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/ FG200 Stem - 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 . Suitable support 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 142 | 142 | 100 mm dia | 4 | Each | |
| 143 | 143 | 80 mm dia | 9 | Each | |
| 144 | 144 | Supply and fixing of CI fittings and specials manufactured and tested as per IS relevant IS Code duly coated internally and externally with hot applied (dip) bituminus paint. Nominal test pressure shall be 25 kg/cm2 (2.5 Mpa) | 500 | Each | |
| 145 | 145 | Dismantling of cement concrete pavement for pipe line and 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 made as per standard trench width specified in tender document and no extra payment shall 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. | 11 | Cum | |
| 146 | 146 | 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 11 | Cum | |
| 147 | 147 | Tap Connection | |||
| 148 | 148 | Providing service connection as per technical specification and standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing 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 & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & 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 (151 make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 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 to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer\nsection "Technical Specifications" of bid document. | |||
| 149 | 149 | Averege length up to 05 mtr 20 mm dia MDPE pipe | 469 | Each |
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