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| 1 | Subwork no1 -Supply Well Dia 5m Depth 15m Item No. 1.Excavation in Genral in soft material compressing of soft soil soft murum sand , hard murum with boulderin wet or dry condition for head works that is supplywell for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling.Lift 0 to 1.5 M. |
| 2 | Lift 1.50 to 3 M. |
| 3 | Lift 3 to 4.50M. |
| 4 | Lift 4.50 to 6 M. |
| 5 | Lift 6 to 7.5 M. |
| 6 | Lift 7.50 to 9 M. |
| 7 | Item No.2Excavation in Genral in hard material compressing of soft rock , hard rock Manjara rock by blasting / controllted blasting , Chisseling as required in wet or dry condition for head works that is supplywell for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling.Lift9.0 to 10.50 M. |
| 8 | Lift 10.5 to 12 M. |
| 9 | Lift 12. to 13.50 |
| 10 | Lift 13.5 to 15 M. |
| 11 | Item No. 3.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. |
| 12 | Item No.4.Providing and casting in situ C.C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction , finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. ( excluding M.S.S or Tor reinforcement) \"Lift 10 to 15 Mtr.For RCC wall |
| 13 | Lift 0 to 5 Mtr. BGL +AGL |
| 14 | Lift 5 to 10 Mtr. BGL |
| 15 | Lift 10 to 15 mtr. BGL |
| 16 | Item No. 5.Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed \"designs drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire)\"Lift 0 to 5 Mtr. BGL +AGL |
| 17 | Lift 5 to 10 mtr. BGL |
| 18 | Lift 10 to 15 mtr. BGL |
| 19 | Item No. 6.Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosivepaint etc. complete as directed by Engineer Incharge.Out Side Supply well |
| 20 | Item No.7.Taking Horizontal boreby boring machineetc. complete.Trial Bore |
| 21 | Horizantal Bore |
| 22 | Item No.8.Dewatering the excavated trenches and pools of water in the building/trench area by using pumps and other devices including disposing of the water to safe distance as directed. |
| 23 | Item No. 9Refilling the trenches with and floor with available excavation stuffsoil or murum in 15 cm to 20 cm layers including watering and compaction complete. |
| 24 | Item No.11.Providing and fixing in well suitabledia A.C/PVC. pipe as aweep hole 1.50 m C/ C staggered pipe sloping outside the well steining so that to prevent sand incoming along with water current with all lead and lifts as directed.90 mm dia.Pipe |
| 25 | Item No. 12.Yield Test |
| 26 | Item No. 13.Providing and fixing mild steel grill work for windows / ventilators of 33.60 Kg. /Sqm( 6mm plate @ 75 mm C/C. As per drawings including necessary welding and painting with one coat of anticorrosive paint and two cats of oil painting etc. complete. |
| 27 | Item No. 14.Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, |
| 28 | hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete.ISMB 200x 100 mm x 5.7 mm |
| 29 | Item No. 15.\"Providing and filling around the well boulder filling of selected variety and size loading unloading cost of material labour trasportation etc. complete. With all lead and lifts |
| 30 | Item No. 16.Providing and fixing G.I. pipe railing having 1.0 M. height consisting 50 x 50 x 6 mm thick M.S. angles as vertical at 1.50 Mc / c, and additional posts at every corner with 3 rows of 25 mm dia. G.I. pipes of medium class veriety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all albour , transpoting bends to curved shape , etc. complete. |
| 31 | Subwork no 2- SWITCH CONTROL ROOM 3 M X3 M X3.00 MItem No.1Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance- -- etc. cmplete.Lift 0.00 to 1.50 M |
| 32 | Item No. 2.Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 33 | Item No. 3.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 & curing etc. complete.C.C. 1 : 2 : 4 |
| 34 | Item No. 4.Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement)For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc.Lift 0.00 to 3.00 M.Footing M- 150 |
| 35 | for column m- 150 |
| 36 | For Beams & Lintels m - 150 |
| 37 | For Chajjas M- 200 |
| 38 | For Slab & Landing M- 200 |
| 39 | Item No. 5.Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed \"designs drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire)Lift 0.00 to 3.00 M. |
| 40 | Item No. 6.Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6Lift 0.00 to 5.00 M. |
| 41 | Item No. 7.Providing and fixing 18 guage M.S. sheet door withbframe work 40 x 40 x 6 mm M.S. Angle including locking arrangements, hold fast including applying anticorrossive primer coat of red lead paint and 2 coats of oil paint and 12mm square bar at bottom asDoors |
| 42 | Item No. 8.\"Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality and \" fixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete. |
| 43 | ItemNo. 9.Providing cement plaster for following thickness in single coats in cement mortar1 n following proportions without cement/neeru finish to concrete, bricks or stone surfaces in all positions including scaffolding and curing complete.A ) 12 mm thick cement plaster cement mortar \"for Inside1:3 |
| 44 | Item No.10.\"Providing and applying washable oil bound distemper of approved colour and shade tonew surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats). |
| 45 | Item No. 11.Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curingetc. complete. |
| 46 | Item No.12.Refilling the trenches with availableexcavated stuff with soft material first overpipeline and then hard material in 15 cmlayers with all leads and lifts includingconsolidation, surcharging, etc. complete. |
| 47 | Item No. 13.Providing electrification in switch control Room |
| 48 | Item No. 14.Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge.M. S LADDER GL TO FLOOR SLAB |
| 49 | Subwork no 3-2 Nos for Proposed Supply WellItem No.1Providing & Erecting Solar Pump for Rural Water Supply Scheme With Necessary Accesariessuch as Soalr Panel etc. Complete3 BHP Solar PumpH- 37 Q- 3646 |
| 50 | Item No. 2Supplying, 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/CUCB 1-3 core - 4 sq mm PVC cable |
| 51 | Item No. 3Providing 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-1239/2004.50 mm dia. G.I. Heavy Class. |
| 52 | Item No. 4Lowering, 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-charge50 mm dia. G.I. Heavy Class. |
| 53 | Item No. 5Providing 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 (1984Sluice valve 50 mm dia. |
| 54 | Non Return valve - 50 mm dia. |
| 55 | Item No. 6Lowering, 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. |
| 56 | Non Return valve - 50 mm dia. |
| 57 | Item No.7Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. |
| 58 | Item No. 8Supplying and erecting \"B\" class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend |
| 59 | PW 2-5 G.I. Tee 50 mm dia. |
| 60 | Item No. 9Making 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. |
| 61 | Subwork no 4-Estimate for Rising Main 90 mm PVC 6 Kg/Sqcm \"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. |
| 62 | 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. |
| 63 | 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. |
| 64 | Item NO.4Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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. |
| 65 | Item No. 5.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). 90 mm PVC 6 kg/sqcm |
| 66 | Item No. 6Lowering, 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).90 mm PVC 6 kg/sqcm |
| 67 | 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.90 mm PVC 6 kg/sqcm |
| 68 | 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.100 mm GI Pipe Medium for joining in Nalla |
| 69 | Item No. 9Lowering, 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.100 mm GI Pipe Medium for joining in Nalla |
| 70 | Item No. 10ProvidingHDPE and GI andspecials- -- etc. complete |
| 71 | Item No. 15.Providing and supplying Air Valves as per IS-10845 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.40 mm Doubleball flangedKinetic air valve |
| 72 | Item No. 16Lowering, 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).40 mm Doubleball flangedKinetic air valve |
| 73 | Item No. 17Providing 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 |
| 74 | Item No. 18Providing 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 |
| 75 | Item No. 19Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 76 | Subwork no 5- RCC ESR OF CAPACITY 15000 LITERS, STAGING HT. 12 MItem 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 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. 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 meters, 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 design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. piperailing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. 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. |
| 77 | Item No. 2.Providing and supplying ISI standard CI double flanged pipe excluding GST leived by GOI and GOM in all respect including railway freight insurance unloaduing from railway wagon loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe)100 mm dia DI D/F pipefor Inlet Outlet Overflow Bypass and Washout |
| 78 | Item No. 3.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.100 mm dia PN 1for Inlet |
| 79 | 100 mm dia PN 1Bypass |
| 80 | 100 mm dia PN 1Washout |
| 81 | Item No. 4.Providing and supplying ISI standard D. I. specials &fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523.80 to 300 mm dia. |
| 82 | Item No.5. Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete.plot size 15x15M |
| 83 | Item No 6Providing and fixing M.S. gate 2.5 m wide for compound with 40 mm dia M.S. black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 m height, its foundation, finishing, painting etc. complete. |
| 84 | Item No 7Transportation of following material to site of work including loading, unloading, stacking etc. complete.Metal |
| 85 | Sand |
| 86 | Subwork no 6- Distribution SystemItem No. 1.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. |
| 87 | 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. |
| 88 | Item No. 3.Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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. |
| 89 | Item No. 4.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). 75mmPVC 4 kg/sqcm |
| 90 | 90mmPVC 4 kg/sqcm |
| 91 | Item No. 5.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).75mmPVC 4 kg/sqcm |
| 92 | 90mmPVC 4 kg/sqcm |
| 93 | Item No. 6.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.75mmPVC 4 kg/sqcm |
| 94 | 90mmPVC 4 kg/sqcm |
| 95 | Item No. 7.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.100 mm GI Pipe Medium for incasing in Nalla |
| 96 | Item No. 8.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.100 mm GI Pipe Medium for incasing in Nalla |
| 97 | 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 dia PN 1. |
| 98 | Item No. 10.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 PN 1. |
| 99 | Item No. 11.Giving satisfactory hydraulic testing offollowing C. I. D / F Reflex valves,Butterfly valves and Sluice valves.80 mm dia PN 1. |
| 100 | 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. |
| 101 | Item No.13.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.In PCC M-150 |
| 102 | Item No. 14.Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 103 | Item No. 15.Providing PVC and GI specails complete |
| 104 | Item No :- 16Providing and Constructing Cattle through as per rate analysis attach |
| 105 | Item No :- 17Commissioning running and maintaining the scheme to quantities, rated, capacity, including manning necessary personel such as operater, valveman etc. As per reqirements of the scheme and who should also administer chemical does 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 competion of the above period as directed by Engineer-in-charge. |
| 106 | Item No :- 18Providing and fixing board displaying information,such as \"Name of work,Tender cost,Name of Contractor,Work completion and liability periodetc\",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retroreflective sheeting of Class C (TypeXIMicro prismatic grade sheeting) having pressure sensitive adhesive. Retroreflective sheeting with specified background, borderand back side retoreflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size 35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly paint edincluding Two M.S.angle iron post sof size65mmx65mmx6mm,3.65 m long painted with alternate black and white bands of 25cm width includinga llfixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation, and laboure tccomplete. Class_C_ (TypeXIMicro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer including the Digitally Printed area swith Lat ex printing technology with sheeting manufcturer approve dink sand laminated with UV overlayf ilmand this warranty certificate inoriginal should be submitted to the Engineer in charge by the contractor/supplier. |
| 107 | Subwork no 7- FHTCItem No.:- 1Provision for New Tap Connection to new pipelineA) With Road Crossing |
| 108 | B) WithoutRoad Crossing |
| 109 | Rate analysis for solid support |
