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| 1 | SUWORK NO. 1 :- DEEPINING OF PERCOLATION WELL-1Item No. 1 :- Drilling of horizontal borewell including cost of all lobour fuel machinery and transportation charges etc complete. |
| 2 | Item No. 2 :- Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc.complete, as directed by Engineer-in-charge.Lift 14.00 to 15.00 M |
| 3 | Item No. 3 :- Excavation in general in hard material comp-rising of soft rock,hard roack, Manjara rock, etc. by blasting / controlled blasting, chiseling as required in wet or dry condition for head works i.e intake well. Connecting pipe . Jack well pump house supply well for lift 0.00 to 1.50 m & lead of 150m etc complete. Lift 14.6 to 15.00 M |
| 4 | Lift 15.00 to 16.50 M |
| 5 | Lift 16.50 to 18.00 M |
| 6 | Lift 18.00 to 19.50 M |
| 7 | Lift 19.50 to 20.00 M |
| 8 | Item No. 4 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline tren-ches, well works by using pumps or other devices including desposing off water to safe dist-ance as directed by engineer-in-charge. ( Including cost of machinery, Labour charges etc ) |
| 9 | Item No. 5 :-Carrying out recuperation/ yield test for asc-erting the discharge of constructed well / exca-vated profile as directed by Engineer in char-ge The test carried out by drawn down water from the well profile bellow normal sub soil water level upto full depth rise is water well profile as well as strainer suction level at pump as per design of W.S. seheme shall be recor-ded prior to the test including cost of all materials. Overhead, laborers etc. completed as directed. |
| 10 | SUWORK NO. 2 :- DEEPINING OF PERCOLATION WELL-2Item No. 1 :- Drilling of horizontal borewell including cost of all lobour fuel machinery and transportation charges etc complete. |
| 11 | Item No. 2 :- Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc.complete, as directed by Engineer-in-charge.Lift 14.00 to 15.00 M |
| 12 | Item No. 3 :- Excavation in general in hard material comp-rising of soft rock,hard roack, Manjara rock, etc. by blasting / controlled blasting, chiseling as required in wet or dry condition for head works i.e intake well. Connecting pipe . Jack well pump house supply well for lift 0.00 to 1.50 m & lead of 150m etc complete. Lift 15.00 to 16.50 M |
| 13 | Lift 16.50 to 18.00 M |
| 14 | Lift 18.00 to 19.50 M |
| 15 | Lift 19.50 to 20.00 M |
| 16 | Item No. 4 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline tren-ches, well works by using pumps or other devices including desposing off water to safe dist-ance as directed by engineer-in-charge. ( Including cost of machinery, Labour charges etc ) |
| 17 | Item No. 5 :-Carrying out recuperation/ yield test for asc-erting the discharge of constructed well / exca-vated profile as directed by Engineer in char-ge The test carried out by drawn down water from the well profile bellow normal sub soil water level upto full depth rise is water well profile as well as strainer suction level at pump as per design of W.S. seheme shall be recor-ded prior to the test including cost of all materials. Overhead, laborers etc. completed as directed. |
| 18 | SUWORK NO. 3 :- SWITCH ROOM 3.00 x 3.00 x 3.00 MItem No. 1 :- Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft murum includ-ing removing the excavated materialup to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for the found-ation & excluding back filling etc. complete.(Lift of 0.00 to 1.50 m) |
| 19 | Item No. 2 :- Excavation for foundation/ pipe trenches in Hardmurum including removing the excavated materials up to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, prepa-ring the bed for the foundation & excluding back filling etc. complete.(Lift of 0.00 to 1.50 m) |
| 20 | Item No. 3 :- Providing and laying insitu 1:2:4 (M-150) grades of C.C. of trap/granite/ quartzite/ genies metal for foundation / bedding including dewatering form work, compacting and curing finishing etc. complete with initial lift of 1.50 cm. below/ above ground level. 1) RCC M-200For footing |
| 21 | Item No. 4 :- Providing and laying in situC.C. of trap / granite / quartzite / genies metal of R.C.C. works like raftgrillage, strip foundation and footing of R.C.C. colu-mns and steel stanchions including normal dewate-ring, from work, compaction. finishing & curing etc complete |
| 22 | Item No. 5 :- Providing and laying in situC.C. of trap / granite / quartzite / genies metal of approved quality for R.C.-C. works as per detailed drawing and desi-gns or as directed by engineer incharge including normal dewatering, from work, compac-tion, finis-hing surfaces with C.M. 1:3 of sufficient minimum thickness& curing etc. complete. R.C.C. M- 200 grade all types of columns |
| 23 | Item No. 6 :- Providing and laying in situC.C. of trap /granite/ quartzite/ genies metal of approved quality for R.C-.C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing& curing etc. complete.R.C.C. M- 200 grade beams / braces lintels. |
| 24 | Item No. 7 :- Providing and laying in situC.C. of trap/granite/ quartzite/ genies metal of approved quality for R.C-C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing& curing etc. complete. R.C.C.M- 200 grade slabs/Chajjasetc. |
| 25 | Item No. 8 :- Providing and fixing in position steel bar reinfo rce-ment of various dia for R.C.C. work detailed de sig-ns, drawings and schedules, including cutting bending, hooking the bars binding with wi-res or tack wel-ding and supporting as required etc. compelte. (including cost of binding wire)1)Tor steel |
| 26 | Item No. 9 :- Providing second class burnt brick masonry with conventional bricks in cement mortar 1:6 in found-ation & plinth of inner wall/ external wall including normal dewatering striking joints on unexposed fac-es, racking out oints on exposed faces & watering etc. compelte.Top of G.L. Beam to Plinth |
| 27 | Plinth to Bottom Beam |
| 28 | Item No. 10 :- Filling in plinth & floors murum bedding in trenches with Contractor\"s murum 15 cm to 20 cm layer including water ing and compaction etc. complete. |
| 29 | Item No. 11 :- Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 30 | Item No. 12 :-Providing and fixing mild stel grill work for windows ventilatars etc 15 Kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticarrosive paint and tow coats of oil painting complete. |
| 31 | Item No. 13 :-Providing and fixing in position steel frame door of angle frame of size 50 x 50 x 6 mm. with mild stel bars 16 mm dia horizontally at 10 mm c/c for ventillator portion including iron hold fast boxes for fising shutters including welding, finishing, pointing etc comp. |
| 32 | Item No. 14 :-Providing and fixing M S grill door 24 kg /sqm of various size as per detailed drawings without hot dip coating iron fixtures and fastenings and 3 coats of oil paintingetc. |
| 33 | Item No. 15 :- Providing internal cement plaster 20 mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaff old in gand curing etc.complete |
| 34 | Item No. 16 :-Providing rough cast cement plaster Internal intwocoatstoconcrete,brickorstone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. |
| 35 | Item No. 17 :- Refiling the trenches of with approved excavated meterial in 15 cm to 20 cm layere including watering and compaction etc comp |
| 36 | Item No. 18 :- Providing and laying Rough Shahabad Stone Flooring 25 mm.to 30 mm. thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete. |
| 37 | Item No. 19 :- Providing and applying washable distemper of approved colour and shade to old/new surfaces in three coats including scaffolding preparing the surface to receive the priming coat and finishing coat etc comp.Internally |
| 38 | Item No. 20 :- Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding it necessary, cleaning and preparing the surface watering for two daysetc comp.External |
| 39 | SUWORK NO. 4 :- PUMPING MACHINERY FOR PWS WELLItem No. 1 :- Providing erecting and giving test of submersible pump set comfirming to IS 8034 & motor confirm. to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discha-rge with stainless steel shaft. Motor suitable for working on 415 V + or - 10% 3 Phase, 50 Hz, A.C.supply, with cable guard, thrust carbon / fibre bearing to with entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable discharge out let etc Submersible pump set 150 mm. diaup to15 Stage5.00 BHP Dist. 4976 Head 41 Mtr |
| 40 | Item No. 2 :- Providing ISI mark G.I. pipe of following class and dia including all local & cenral taxes. Octroai. Inspectioncharges, transportation to store etc. complete. 50 mm dia G I Heavy Class pipe |
| 41 | Item No. 3 :- 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. Pipe (Heavy) |
| 42 | Item No. 4 :- Providing and supply ISI Standard CI double fla-nged pipes including all taxes. Railway freight. Insurance unloading from railway wagon, loading into truck transpot to stores / sites, unloading etccomplete as directed by Engineer- in-charge80mm CIDF Pipe |
| 43 | Item No. 5 :-Providing and supplying ISI mark CI D/F reflux valves ( non- return valves ) of following dia inc-luding all taxes ( Central and Local) railway freig-ht, inspection charges unloading from railway wagon, loading into truck, transportation upto etc complete80 mm dia reflux valves |
| 44 | Item No. 6 :- Providing, erecting, double flange sluice valveconforming forIS 2906/14846 incuding worn gear arrangements as per tes pressure stainless steel spindlle, caps including all taxes transportation etccomplete.80 mm CIDF Sluice Valve |
| 45 | Item No. 7 :- Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.500 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combinedmeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. |
| 46 | Item No. 8 :- Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 47 | Item No. 9 :- Providing and supplying ISI standard CI flanged/ S&S specials including all taxes ( central& local) railway freight, insurance, unloading from railway wagon, loading into truck transport to dep-artmental store / site, unloading stacking etc. complete. |
| 48 | Item No. 10 :- Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP |
| 49 | Item No. 11:-Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 50 | SUWORK NO. 5 :- PUMPING MACHINERY FOR DUG WELLItem No. 1 :- Providing erecting and giving test of submersible pump set comfirming to IS 8034 & motor confirm. to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discha-rge with stainless steel shaft. Motor suitable for working on 415 V + or - 10% 3 Phase, 50 Hz, A.C.supply, with cable guard, thrust carbon / fibre bearing to with entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable discharge out let etc Submersible pump set 150 mm. diaup to15 Stage5.00 BHP Dist. 4976 Head 45 Mtr |
| 51 | Item No. 2 :- Providing ISI mark G.I. pipe of following class and dia including all local & cenral taxes. Octroai. Inspectioncharges, transportation to store etc. complete. 50 mm dia G I Heavy Class pipe |
| 52 | Item No. 3 :- 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. Pipe (Heavy) |
| 53 | Item No. 4 :- Providing and supply ISI Standard CI double fla-nged pipes including all taxes. Railway freight. Insurance unloading from railway wagon, loading into truck transpot to stores / sites, unloading etccomplete as directed by Engineer- in-charge80mm CIDF Pipe |
| 54 | Item No. 5 :-Providing and supplying ISI mark CI D/F reflux valves ( non- return valves ) of following dia inc-luding all taxes ( Central and Local) railway freig-ht, inspection charges unloading from railway wagon, loading into truck, transportation upto etc complete80 mm dia reflux valves |
| 55 | Item No. 6 :- Providing, erecting, double flange sluice valveconforming forIS 2906/14846 incuding worn gear arrangements as per tes pressure stainless steel spindlle, caps including all taxes transportation etccomplete.80 mm CIDF Sluice Valve |
| 56 | Item No. 7 :- Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.500 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combinedmeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. |
| 57 | Item No. 8 :- Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 58 | Item No. 9 :- Providing and supplying ISI standard CI flanged/ S&S specials including all taxes ( central& local) railway freight, insurance, unloading from railway wagon, loading into truck transport to dep-artmental store / site, unloading stacking etc. complete. |
| 59 | Item No. 10 :- Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP |
| 60 | Item No. 11:-Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 61 | SUWORK NO. 6 :- RISING MAIN Item No.1: Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 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, includingb 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 GI & GOM in all respect etc. complete.90 mm dia HDPE Pipe 6 Kg / cm2 |
| 62 | Item No.2:Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation tostores, etc. complete as per IS-1239/2004.80 mm dia G.I. Pipe Medium |
| 63 | Item No.3: Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 64 | Item No.4: 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)80 mm Reflux Valve |
| 65 | Item No. 5 : Providing, erecting, double flange sluice valveconforming forIS 2906/14846 incuding worn gear arrangements as per tes pressure stainless steel spindlle, caps including all taxes transportation etccomplete.80 mm Sluice Valve |
| 66 | Item No. 6 :- Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in alll respect etc complete.50 mm dia Double Ball Air Valve |
| 67 | Item No. 7 :Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 68 | Item No. 8 : Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 69 | Item No 9 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete |
| 70 | Item No 10 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) |
| 71 | Item No. 11 :-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263) |
| 72 | Item No. 12 :- Lowering, Laying and Jointing H. D. P. E./M D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II90 mm dia HDPE Pipe 6 kg / cm2 |
| 73 | Item No.13:- 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.80 mm dia G.I. Pipe (Medium) |
| 74 | Item No.14 :- 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 dia Sluice Valve |
| 75 | Item No.15 :- Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level. |
| 76 | Item No.16 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 77 | SUWORK NO. 7 :- RCC ESRItem No. 1 :- Designing and constructing R.C.C.elevatred service reservoirs of following caparcity with R.C.C. staging consisting of cloumns, interenal and external aracings spacedvetically not more than 6 Mtrs. centre including excavation in all type of strata, foundation concrete, cement plaster with water proffin compound to the inside face of the container including refilling, dispoing of surplus stuff within a lead of 50 Mtrs. all labour and material charges including lowering, laying and erecting and hosting and jointing of pipe asembly of inlet, outlet, washout, over flow bye-pass arrangement as per departmental design, providing and fixing accessores such as M.S.ladder, C.I.man hole frame and cover water level indicators lightneing conductors.etc complete.RCC ESR Cap. 27000 Liter St. H. 10 M |
| 78 | Item No. 2 :- Providing and supplyingI.S.I. standered cast iron doube flanged pipes including all central and local taxed, octri inspection charges insurance railway frieght unloading from railway wagoan, loading into trucks, transport to stores, unloading stacking etc. complete.1) 80 mm dia CIDF pipe |
| 79 | Item No. 3 :- Providing double flange sluice valve conforming forIS 2906/14846 incuding worn gear arrangements as per test pressure stainless steel spindlle, caps including all taxes transportation etccomplete.1) 80 mm dia CIDF Sv. Valuve |
| 80 | Item No. 4 :- Providing and supplying I.S.I. mark C.I. Flanged specials. D/F Specials 80 to 300mm |
| 81 | SUWORK NO. 8:-DISTRIBUTION SYSTEM Item No.1: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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores 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). 90 mm PVC mm dia pvc 4 kg/cm2 |
| 82 | Item No.2 : 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. completeas per IS-1239/2004.80 mm dia G.I. Pipe Medium |
| 83 | Item No.3 : 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 in all respect etc. complete.80 mm dia CIDF Sluice valve |
| 84 | Item No. 4 :Providing and supplying PVC/C.I/G.I. Specials. |
| 85 | Item No.5 : Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50. |
| 86 | Item No.6 :Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 87 | Item No.7 :Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. |
| 88 | Item No.8 :- 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) |
| 89 | Item No. 9 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263) |
| 90 | Item No. 10 : Lowerig and laying and jointing with PVC 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 hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.) 90 mm dia pvc 4 kg/cm2 |
| 91 | 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, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.80 mm dia G.I. Pipe Medium |
| 92 | Item No. 12 :- Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge 80 mm dia CIDF Sluice valve |
| 93 | Item No. 13 :- Providing and fixing C.I. road box including loading, unloading and carting to site of workincluding all necessary excavation in all typesof strata and fixing in murum packing, etc.complete.100 x 225 mm (20kg) |
| 94 | Item No.14 :- Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 95 | Item No.15 :- Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. |
| 96 | SUBWORK NO. 9 :- SERVICE CONNECTIONItem No. 1 :- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour ,UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/ Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm / 20mm / 25mm respective Dia Heavy duty Brass / Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends, couplers, Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap,GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively ofrequired length for Road crossing, including requird labour for excavation inall types of strata up to the depth of 0.75 more as per site requirement, all types ofplumbing fittings, refilling , Closing thewater supply in that area, dewatering,hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe11) Service Connection 15 mm dia MDPE / UPVC Pipe without road crossing |
| 97 | 2) Service Connection 15 mm dia MDPE / UPVC Pipe with road crossing |
| 98 | Item No. 2 :- Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 99 | SUBWORK NO. 10 :-TRIAL & RUN Item No. 1 :- Commissioning, running and maintaining the scheme to quantities, 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 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. |
| 100 | Item No. 2 :- TCL Requirement |
| 101 | Item No. 3 :- MSEB Charges |
