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| Sl. No. | Item Description |
| 1 | Construction of Raw water reservoir 15000 KL Capacity(75x70x5m) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 3 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering - All up to plinth levelM10 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 4 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricksCement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 5 | SINGLE FLAT BRICK LINING WITH 250 MICRON LDPE FILM:- Preparing surface levelled & dressed to proper slope & laying over it on sand properly rammed and watered in 2 Layers of 5 cm each. Providing and laying 250 micron LDPE filmas per ISS:2506-1984 including overlapping on the finished surface of compactedsand. Over LDPE film 15 mm thick cement sand mortar 1:3 shall be provided and laid which shall be cured properly. Over the base mortar single layer Ist class brick lining incement sand mortar 1:3 shall be provided with joints not more than 8 mm wide and curing shall be done for 14 days. This also includes providing weedicides & anti-termite treatment, complete work as per technical specifications. |
| 6 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. |
| 7 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20mm thick |
| 8 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 9 | 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 |
| 10 | Providing, lowering, laying and jointing in trenches, standard lengths ISI marked AC pressure pipe class 15 manufactured by MAZZA process as per IS-1592-2003 or amended up to date with AC coupling andEPDMRubber sealing rings of Type -3 as per IS: 5382/1985 (Reaffirmed 1998) or amended up to date, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, labour and material,satisfactory hydraulic testing etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work and specials) Note: These pipes shall only be used for raw water conveyance mainfrom Canal outlet to raw water reservoirs and interconnection works. 150 mm dia Cl-15 |
| 11 | 180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 12 | Construction and commissioningNon Mechanical rapid gravity filter (RGF) 90 KLH |
| 13 | Design, construction, commissioning & testing of Non Mechanical Rapid Gravity Filter Plant of capacity as under.This work includes construction of RCC receiving chamber, baffle channel, flocculate, clarifier, collecting channel,filter beds , operation gallery, clear water chamber, channel, chlorination chamber, Back wash tank, pipe system for carrying raw water from Pump House to inlet of RGF, clear water from Plant to CWR, De-sludging system including providing pipe system from clarifier , flocculate & back wash water chamberto existing storage tank, over head back wash tank, back wash pumps (1W+1S) set with piping system, air blowers (1W+1S) as per design, interconnection of raw water, clear water, sludge pipes etc. including allied works such for construction ,commissioning of systemas definedin scope of work, technical specificationsand provisions of CPHEEO manual at various water supply schemes Above 65 KLH and up to 90 KLH |
| 14 | CLEAR WATER RESERVOIR |
| 15 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 16 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 17 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 18 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4 |
| 19 | At Kolayat HW |
| 20 | At hw |
| 21 | Part B 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 and fixing 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. |
| 22 | Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. |
| 23 | 100 MM |
| 24 | 200 MM |
| 25 | Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. |
| 26 | 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 onfirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 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 valvesincluding 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.PN 1.6 Manually Operated |
| 27 | 100 MM |
| 28 | 200 MM |
| 29 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 30 | 100 MM dia |
| 31 | 200 MM dia |
| 32 | 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.(AT INLET PIPE OF CWR) |
| 33 | BFM200 mm |
| 34 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) 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.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 35 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 36 | 300KL capacity |
| 37 | 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 suchas duck foot bend, bend, tee etc. providing and fixing 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 ofwork. |
| 38 | For OHSR |
| 39 | 100 mm |
| 40 | 200 mm |
| 41 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 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 & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 42 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 |
| 43 | 100mm |
| 44 | 200mm |
| 45 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 46 | 100 mm dia. |
| 47 | 200 mm dia. |
| 48 | 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. |
| 49 | BFM200 mm |
| 50 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 51 | 200 mm dia.. |
| 52 | Fabrication, supply of flanged/ plain ended MS pipe 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 pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. |
| 53 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) |
| 54 | Providing, Laying, Jointing andCommissioning of Transmission & Rising MainPipe line |
| 55 | 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 up to 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, 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 andshall not be paid separately. |
| 56 | 150 mm |
| 57 | 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. |
| 58 | HDPE PE-100PN-10 |
| 59 | 200 mm dia |
| 60 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline 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 includingconsolidating 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 |
| 61 | In All Typeof Soil |
| 62 | 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 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. |
| 63 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. |
| 64 | Bituminous courses |
| 65 | Granular courses |
| 66 | 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 made as 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. |
| 67 | Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard 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. |
| 68 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 69 | Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material |
| 70 | Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . |
| 71 | Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] |
| 72 | In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 |
| 73 | Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. |
| 74 | VG 30 |
| 75 | Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface |
| 76 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to 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 GuideHBT1.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, Epoxy paint inside outside of food grade safe for drinking water ,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. |
| 77 | Class PN 1.0 |
| 78 | 40 mm |
| 79 | Construction of RCC Air 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. |
| 80 | Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm |
| 81 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per directionof Engineer. |
| 82 | Manually Operated Class PN 1.0 |
| 83 | 150 mm |
| 84 | 200 mm |
| 85 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 86 | 150 mm dia. |
| 87 | 200 mm dia. |
| 88 | ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated 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. |
| 89 | For Class-A loading |
| 90 | Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm |
| 91 | Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm |
| 92 | INTERNAL DISTRIBUTION |
| 93 | Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI 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 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 technicalspecifications and direction of Engineer-in-charge of following classand 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 andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 94 | HDPE PE-80PN-6 |
| 95 | 90 mm |
| 96 | 110 mm |
| 97 | 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. |
| 98 | 160 mm |
| 99 | 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 up to 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, 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 andshall not be paid separately. |
| 100 | 150 mm |
| 101 | 200 mm |
| 102 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline 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 includingconsolidating 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 |
| 103 | In All Typeof Soil |
| 104 | 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 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. |
| 105 | Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 50 metres as directed by Engineer. |
| 106 | Bituminous courses |
| 107 | Granular courses |
| 108 | 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 made as 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. |
| 109 | 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 lineand 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 be made for trench width more than specified, complete work as per technicalspecification and scope of work. |
| 110 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominalsize). |
| 111 | Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material |
| 112 | Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . |
| 113 | Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] |
| 114 | In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 |
| 115 | Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. |
| 116 | VG 30 |
| 117 | Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface |
| 118 | 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. |
| 119 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 120 | 100 mm HW |
| 121 | 150 mm HW |
| 122 | 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. |
| 123 | BFM200 mm |
| 124 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 125 | 100 mm |
| 126 | 200 mm |
| 127 | ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated 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. |
| 128 | For Class-A loading |
| 129 | Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm |
| 130 | Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm |
| 131 | PUMPING MACHINARY |
| 132 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 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 mentioned in TD. |
| 133 | 15.0 KW (20.0 HP) |
| 134 | 18.5 KW (25.0 HP) |
| 135 | SITCSTAR DELTA Starter type LT Panel of followingrating: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 withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 136 | STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 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)and O/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 Preventer (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) |
| 137 | STAR DELTA STARTER18.0 KW (25.0 HP) :For 2 motors (1 W+ 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)and O/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 Preventer (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) |
| 138 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x6.0mm 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 asrequired. |
| 139 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in groundas per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thickunder layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size. |
| 140 | Armoured Cable16.0 Sq. mm 4 core |
| 141 | Fabrication, supply of flanged/ plain ended MS pipe 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 pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. |
| 142 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) |
| 143 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 144 | 150 mm dia |
| 145 | 200 mm dia |
| 146 | 300 mm dia |
| 147 | MotorizedSluice Valves with Electric Actuatorandintegralstarter of Class PN1.6 |
| 148 | 150 mm dia |
| 149 | 200 mm dia |
| 150 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 151 | 150 mm dia. |
| 152 | 200 mm dia. |
| 153 | 300 mm dia. |
| 154 | Providing, lowering, aligning, fixing in position in pipe line, DI double flangedresilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,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) , Insertion 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.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 155 | Class PN 1.6 |
| 156 | 200 mm dia |
| 157 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 158 | 150 mm dia |
| 159 | 200 mm dia. |
| 160 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum |
| 161 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to 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 GuideHBT1.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, Epoxy paint inside outside of food grade safe for drinking water ,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. |
| 162 | Class PN 1.0 |
| 163 | 50 mm |
| 164 | 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. |
| 165 | BFM200 mm |
| 166 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 167 | 200 mm dia. |
| 168 | PUMP HOUSE AND BOUNDARY WALL |
| 169 | Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone II. |
| 170 | Pump House with Monorail arrangement |
| 171 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 172 | 180cm high fencing with angle iron post 55x55x6mm. placedat every 3Mtr. apart 45cm. in ground embedded in cementconcrete 1:3:6 (30x30x60cm) corner and every tenth post to bestrutted with 55x55x6mm. angle iron provided with 6horizontal lines and two diagonals of black barbed wirebetween two posts fitted and fixed with G.I. staples includingearth work in excavation etc. complete. |
| 173 | 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 perdesign and drawing including cutting welding and fabrication with primingcoat of red oxide and two coat of enamel paints. |
| 174 | Replacement of Service Connections |
| 175 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GIpipelineuptoconsumermeter/premises byusingPPmechanicalIntegratedsaddlewithinbuiltflowcontrol valvemadeoutofSS316designedfor5LPMdischargeat0.5bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compressionelbow,mouldedinsinglepiece/fusionwelded (Complete job) including digging out suitable size of pits and trench for layingservicelineinallkindsofsoil;depositingandrefillingofpit& jhiriwithwatering&ramming/compactinginlayersanddisposalof surplusexcavatedsoilasdirectedwithinalead of100meter; providing&fixingofallfittingdulyapprovedinaccordancewith specificationforpotablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered)pipe PN16SDR7.4(IS:15801:2008)(ISImark)and above groundlevelusingPPR-CpipewithstandardPPRfittings/GIpipesin the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line completerequiredformakingofserviceconnectioncompleteinall respectincludinglabourcharges.Theservicelineshouldbelaidat least 45 cm below ground level. |
| 176 | Note:Roadcutandrestorationisnotpartofthisitemandpaid separately. |
| 177 | Forconnectionwith20mmdiaMDPE/PPR-C pipelength upto 05mtr. |
| 178 | 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 done by 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.. |
| 179 | Add extra over itemno 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 180 | Construction & Commissioning of tube wellby Combination |
| 181 | Construction of Tube Well from ground level and upto 100 mtr. depth and above to 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 & 2) 1979 as amended up to date. The work will include cost oflowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessaryand development of tube well as per IS specification using suitableAir Compressor but will not include cost of casing & strainer pipe.Work will be completed after obtaining sand free water. Nominal bore 250 mm dia. |
| 182 | Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 183 | Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 184 | Construction of tube well after completion of item no. 2.1 & upto 100 mtr. depth and abovein all type of rocks by DTH systemas per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. |
| 185 | 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 as amended up to date. |
| 186 | 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. |
| 187 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 offollowing sizes250 mm dia NB (Thicknee of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 188 | 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. 250 mm dia nominal bore of 7.1mm thickness |
| 189 | Supply & Installation of 3 phase ISI marked submersible motor pump set offive 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.15 KW (20 HP) and above, head above 120 mtr. |
| 190 | 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 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 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.Above 15 HP and up to 20 HP |
| 191 | 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. 3 core 10.0 mm2 |
| 192 | Supply & Fixing of PVC insulated sheated (heavy duty) armourd electric cable with aluminium conductor for working voltage to Is:7098 Part-I/IS :1554 Part-I applicable. 3.5 core 35.0 mm2 |
| 193 | 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 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. 250 mm dia |
| 194 | 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 number25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 65 mm dia |
| 195 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80 mm dia |
| 196 | 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. |
| 197 | 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. |
| 198 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to 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. 80 mm dia |
| 199 | Crossing by Trenchless Technology |
| 200 | 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. |
| 201 | 700 mm Dia 10 mm thick casing pipe . |
| 202 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 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 & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 203 | Manually Operated Class PN 1.6 |
| 204 | 200 mm |
| 205 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 206 | 200 mm |
| 207 | ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated 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. |
| 208 | For Class-A loading |
| 209 | Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm |
| 210 | O & M of the complete schemes. It includes Cost of Basic service charges, Administration and Management, Comprehensive opoeration, Maintenance and repairs including Preventive maintenance, cost of materials required for maintenance and repairs, cost of lubricants, other consumables, transportation, spare parts, Operation & maintenance of pumping mechinery including reparing ,rewinding of pump sets, electric panel,cables, suction & delivery system ,foot valves, NRVs,sluice valves,upto pumping main, watching of raw water conveyance, pipeline leakage and illegal connection detection and removal, operation of filters, valves etc. complete scheme with connected village complete in all respect. No payment for O & M during 1 year defect liability period will be admissible.1st Year793416/-2ndYear833087/- 3rdYear 874741/-4thYear 918478/-5thYear 964403/- |
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