Rural Development Department Tender

Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CU CB 1-3 core - 4 sq mm PVC cable

Item No. 4 Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. Clamp.

Item No. 5 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 50 mm dia. G.I. Heavy Class.

Item No. 6 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge 50 mm dia. G.I. Heavy Class.

Item No. 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984 Sluice valve 50 mm dia.

Non Return valve - 50 mm dia.

Item No. 8 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valve 50 mm dia.

Non Return valve - 50 mm dia.

Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB 32 A/40-4Pole, 3 Phase.

Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate)

Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer

Item No. 12 Providing and erecting main switch or ISI mark - Amp.

Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board

Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable.

Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate.

Item no 16 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend

PW 2-5 G.I. Tee 50 mm dia.

Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. Trench………..

Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected with necesssary PVC wire Voltmeter 144 x 144 Sq. mm.

Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm.

Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire.

Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame.I)Incoming ICTPN-32 Amp/

ii)out going ICTP-16 Amp.

iii)For lighting ICDP-16 Amp.

Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete

Item No. 23 Operation of Pumping Machinary through mobile network system

SUBWORK NO 3: RCC ESR 1 CAP. 15000 LIT./STAGING HEIGHT 12 M. Item No. 1 :- Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting,, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stairecase from ground level to roof level, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge Note :- 1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised) 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. 4) The entire structure shall be in M-200 mix only. 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. 7) The rates as indicated in the table are inclusive of cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the exterior columns. 8) For pipe diameters upto 300mm only, CI pipes and specials should be used. For pipe diameters above 300mm, M.S. pipes and M.S. specials (minimum 10mm thick) shall be used with proper anticorrosive epoxy treatment from inside and outside 9) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item. 10) These rates include providing M.S.ladder for ESR's upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. 11) Staging height will have to be designed with stresses of M-150 concrete but actual construction shall be done in M-200 concrete with sections worked out with M-150 design. 12) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. 13) All conditions given in the Member Secretary's Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below. 14) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete. 16) 1% of the cost of the ESR will be recovered as design charges for the ESR upto 5.00 lakh lit. capacity as these ESR's are to be executed based on the departmental design. 17) The diameters of the inlet & overflow pipe should be suitable as per diameter of incoming pumping main / leading main and the diameter of outlet should be as per the starting diameter of distribution system. 18,10% of cost of total subwork of water retaining structure such as GSR / Sump / ESR/ MBR will be retained till satisfactory hydraulic testing is given as per IS code of practice. RCC ESR 15000 Lits. Capacity & Staging Height 12 M,SBC 5 T/M2 RCC ESR 15000 Lits. Capacity & Staging Height 12 M,SBC 5 T/M2

Item No. 2 :- Add For Carting of Material Lead for Sand

Item No. 3 :- Providing and supplying ISI standard DI doubleflanged pipes excluding GST levied by GOI & GOM inall respect including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to stores,unloading etc. complete as directed by Engineer-in-charge. Dia. of D.I. Double Flanged Pipes :- 100 mm

Item No. 4 :- Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete. a) Sluice valves - PN -1 (Without by pass arrangement) CIDF Sluice Valve dia. Pro. ESR 100 mm

Item No. 5 :- Providing and supplying ISI standard DIDF flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading fromrailway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. 80 to 300 mm dia

SUBWORK NO 4:- RISING MAIN Item No. 1. Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. preparing the bed for the foundation and excluding back filling complete.

Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No. 3. Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No. 4. Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.

Item No. 5.Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)

Item No. 6. Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version of IS 4984: 2016, 14151 ; 12786; 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding coupler / specials, including transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. 90 mmHDPE 6 kg/sqcm PE - 100

Item No. 7 Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II. 90 mmHDPE 6 kg/sqcm PE - 100

Item No. 8. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium For crossing

Item No. 9. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 MM Scour Valve

Item No. 10. Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm Double ball flanged TYPE PN 1

Item No. 11. Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 mmHDPE 6 kg/sqcm PE - 100

Item No. 12. Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 150 mm GI Pipe Medium For crossing

Item No. 13. Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 mm scour valve

Item No.14. Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm Double ball flanged TYPE PN 1

Item No. 15. Providing and fixing position air valve shaft including providing and fixing G.I. Medium Class or 6 mm thick M.S. pipe shaft 2.70 M. long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge . Upto 150

Item No. 16. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

Item No. 17. Providing & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100 virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete. 10% of cost Pipe

Item No. 18. Providing and constructing B.B.masonary valve chamber with 15 cm 1;3;6proportion PCC bedding excluding excavation Bb masonary in CM 1;5 PROPORTION PRECAST rcc frame and cover etc complete as directed by engr in charge size .60x.45x1.20 m for scour valve

Item No. 19. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.

Item No. 20 . Transportation of Metal and Sand as per lead statement , Metal

SUBWORK NO 5:- Distribution System Item No. 1. Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No. 3 Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No. 4 Excavation for foundation / pipe trenches in soft rock and old cement & line masonry foundation asphalt road including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.

Item No. 5 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Only for cement road

Item No. 6 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm PVC 4 kg/sqcm

90 mm PVC 4 kg/sqcm

75 mm PVC 4 kg/sqcm

Item No. 5 Providing PVC specails complete 10% of cost pipe

Item No. 6. Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 110 mm PVC 4 kg/sqcm

90 mm PVC 4 kg/sqcm

75 mm PVC 4 kg/sqcm

Item No. 7. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump which should be able to provide specified test pressure gauges and other necessary equipments,labour, operation charges, etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 110 mm PVC 4 kg/sqcm

90 mm PVC 4 kg/sqcm

75 mm PVC 4 kg/sqcm

Item No. 8. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 150 mm dia PN 1.

80 mm dia PN 1.

Item No. 9. Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 150 mm dia PN 1.

80 mm dia PN 1.

Item No. 10 Giving satisfactory hydraulic testing of following CIDF/Reflux valve and sluice valve 150 mm dia PN 1.

80 mm dia PN 1.

Item No.10. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium for road crossing & nala crossing

Item No.11 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium For Incasing on Nallah and road

Item No.12 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)

Item No. 13. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

Item No. 14 Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. PCC M-150 FOR ROAD RESTAINING

Item No. 15 Transportation of Metal and Sand as per lead statement Metal

SUBWORK NO 7 : MISCELLANEOUS WORKS ITEM NO 1 :- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment. For single village without WTP one Months

ITEM NO 2 :- Providing and fixing board displaying information, such as"Name of work, Tendercost, Name of Contractor, Work completion and liability period etc",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5mm skinthickness on either side bonded with white retro reflective sheeting of Class C(Type XI Microprismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size35x35x3mm frame with properly crossbraced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm, 3.65 ml ong painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin1:4:8 concrete block of size60cmx60cmx75cm including, excavation, refilling, transportation, and labour etc complete.Class_C_(Type XI Microprismatic gradesheeting) shall have10 year swritten warranty from the manufacturer including the Digitally Printe dareas with Latexprinting technology with sheeting manufacturer approve dink sandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier.

Item No 3:- For Platform & Vertical Standpost 1)Donala TOTAL HOSE HOLD - 318 NOS

SUBWORK NO 8 : Tap Connection and New connection ITEM NO 1 :- Providing and making UPVC/MDPE pipe cnsumer service connection on distribution main by drilling holes with suitable means including all labour, UPVC/MDPE pipe of required length, including cost of all specials like saddle/clamp saddle of suitable material and diameter fordistribution main, 15 mm/20 mm/25 mm respective dia heavy duty brass/polyprophylene (twin jacated) ferrule, male and female thread adapter,elbow,bends couplers,tee clamps of suitable material, including providing and fixing medium duty 15 mm brass bib tap, g.i cassing pipe of suitable diameter of 32mm/40mm/50mm respectively of required length for road crosssing including required labour for excavation in all types of strata up to depth of 0.75 m etc complete ( A ) For connection on HDPE/UPVC pipes ( with road crossing )

B) Without Road Crossing