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| 1 | PUNGAON TAL.CHOPDATube WellItem No.1 Drilling of Tube well by reverce rotary method in alluvial formation of suitable dia. As below including supply of material etc comp. This job includes submission of strata met with the tube well to GSDA for deciding casing policy etc with fee payable to GSDA. 150 MM dia |
| 2 | Item No.2 Transportation of Drilling machine to site |
| 3 | Providing and fixing ,placing of ERW pvc casing pipe 5-6 mm thick as per casing policy including cost of labour etc comp.as directed by GSDA PVC Slotted 180 mm diax 8 kg/cm2 |
| 4 | PVC Slotted 180 mm diax6 kg/cm2 |
| 5 | Supplying and transporting and placing gravel packing of size 3/8\\" to 1/2\\" only including stacking , sorting washing and placing 150 mm dia |
| 6 | Development of tube well by air comressor having capacity of 600 CRM/100PSI by high velocity jetting and back washing 150 mm dia |
| 7 | Providing and fixing wooden sleepers of size 300x150x1000 mm for supporting clamp. |
| 8 | Providing and fixing steel clamps fabricated from M S flats 65 mm x 6 mm , 1.0mr. Length including nutbolt and washers. |
| 9 | Providing and fixing steel bail plug at bottom of tube well |
| 10 | Taking Yield Test |
| 11 | Pump House 3 x3 x3 m sizeExcavation for foundation in earth , soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area & stacking and spreading as directed, dewatering , preparing the bed for the foundation and necessary backfilling, remming watering including shoring and strutting etc. complete. |
| 12 | Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complere. (Wooden planks / shittering will not be allowed) |
| 13 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC M150 |
| 14 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M 200 for Footing |
| 15 | Providing and casting in situ Cement Concrete 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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) RCC M 200 for column |
| 16 | Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M 200 Beams, Lintels |
| 17 | Providing and casting in situ C. C. of trap/granite/ quartzite/ neiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, 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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) RCC M 200Slabs |
| 18 | Filling in plinth and floors with available excavated material approved by Engineer-in-charge in 15cm to 20cm layers including watering and compaction compete. |
| 19 | Providing Bricks masonry in cement mortar 1:6 using Second Class Burned bricks in superstructure including striking joints, raking out joints watering and scaffolding complete. Using second class Burnt bricks For Plinth (PWD DSR 17-18 Soft Copy ) |
| 20 | For Superstructure |
| 21 | Providing and fixing in position steel bar reinforcement of various dia for R C C piles,caps,footings,foudation ,slabs,beams,columns, canopies,staircases,newels, chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed drawings and schedules; including cutting bending,hooking the bars,binding with wires or tack welding and supporting as required etc.complete.( including cost of binding wire) (Mild steel / Tor steel) |
| 22 | Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm 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. Bd.L.8 Page Number 370 |
| 23 | Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 |
| 24 | Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete. As directed by Engineer in charge. a) With Aluminum oxidized fixtures & fastening |
| 25 | Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acetinic / plain / obscured glass panes of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. Spec. No. : Bd.T.53 Page No. 509 |
| 26 | Providing and laying polished Shahabad Stone flooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 |
| 27 | Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 28 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days compl |
| 29 | Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 30 | Pumping machinary 7.5 HP Sub PumpProviding, installing and giving test of Submersible Pumpset conf. to IS 8034 and Motor conf. to IS 9283 with water proof winding. Pump shall be suitable for18000LPH discharge at 87 Mtr. head with S.S. shaft. Motor suitable to working on 415 volt +/- 10%, 3 phase, 50 Hz AC supply with cable guard, thrust carbon / bearing to with stand entire hydraullic thrust. The pumpset shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable discharge outlet as per manufacturer design. Antithrust stream lined non return valve shall be provided with the pump. 3 mtr sub. copper conductor cable & two pair of errection clamps 65 mm width 10 mm thick shall be provided with each pump.10 HP |
| 31 | Supply Only |
| 32 | Providing, installing Pressure Gauge arrangement with syphon tube, isolating cock suitable for 12 mm dia Gl pipe Pressure gauge shall be installed as directed by engineer in charge. |
| 33 | Providing and supplying & Jointing in standard lengths G I B Pipes, --) with nesessary jointing material--etc comp. |
| 34 | Providing, fabricating, erecting, M.S. Flanges sleep on type(all tables) of required size and thickness with both sidemachined. |
| 35 | Providing , installing 100 MM. dia. double flange water works quality Sluice Valve having PN-1 rating with handwheel etc completed. A) 100 mm dia. Sl. valve PN - 1. |
| 36 | Providing , installing 100 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(Civil DSR 2020-21sec 139/1,4,5) B) 100 mm dia. Non return PN - 1 |
| 37 | Providing , installing and commissioning L. T. panel with accessories. |
| 38 | Providing , installing and commissioning Cables of various sizes. A ) Supplying & erecting PVC armoured cable 1 100 volt grade with ISI mark aluminium conductor, having size 3.5 Core 95 Sq. MM. |
| 39 | B ) Supplying & erecting PVC armoured cable 1100 volt grade with ISI mark copper conductor flat submersible cable having size 3 Core 10 Sq. MM. |
| 40 | Providing , installing Galvanized cast iron earth Plate size 60x60x0.6 cm buried in specially prepared earth pit refilling with 30 kg charcoal and salt in alleviatted layers, necessary length of double Gl earth strip connected to the plate with Gl nutbolts with bituminous compound and connected to the nearest switchgear with end socket as directed by engineer in charge. |
| 41 | Providing , 100 mm dia. Pipes and specials etc. comp. MS Specials |
| 42 | Making flange joint 100 mm dia.(except valve) |
| 43 | Rising Main 90 mm dia x 6 kg/cm2 HDPE Pipe L-670 MProviding and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/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 GI & GOM in all respect etc. complete.. HDPE PIPE 90 mm dia 6 kg / cm2 |
| 44 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice valves PN - 1 --80 mm dia. |
| 45 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984)With Third Party Inspection Reflux valves PN - 1 --80 mm dia. |
| 46 | 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, transportationupto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. CI Single ball AV 25mm Dia. |
| 47 | Providing at site of works HDPE.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete. 5% of Cost of Pipe |
| 48 | Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Excavation for foundation / pipe trenches in hard murum, Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road, Excavation for foundation / pipe trenches in hard rock by controlled blasting, including removing the excavated material upto a distance of 50m and lift upto 1.5m, stacking and spreading as directed, drawing, shoring and strutting, preparing the bed for the foundation etc.complete. |
| 49 | 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 complete. For murrum bedding |
| 50 | 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 hydraulic jack, top loadingclamp etc. and all labours as directed by engineer incharge as per IS-7634 Part II 110 mm hdpe 6 kg pipe |
| 51 | 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.. 110 mm hdpe 6 kg pipe |
| 52 | 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves, PN - 1-- 80 mm dia. |
| 53 | Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. Sluice valves, PN - 1-- 80 mm dia. |
| 54 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 90 x 45 x 120 cm. |
| 55 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150 |
| 56 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm.layers with all leads and lifts including consolidation,surcharging,etc.complete. |
| 57 | Providing and fixing in position air valve shaft including providing and fixing GI 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 valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Pipe dia. upto 150 mm dia |
| 58 | ESR Capacity 65000 Ltr 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 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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. Notes: 1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory. 4.. The entire structure shall be in M 300 mix only. 5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 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 gound level. 7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity. 8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300 9. 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 struck at shallow depth extra provision of dewatering shall be made as per site condition. 10. All condition given in the Member Secretary\\"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/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.10. All condition given in the Member Secretary\\"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/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. 11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete. 12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column. 13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below 12 to 16 M staging 2% per metre 16 to 20m staging 3% per meter 20 M and abovd - 4% per metre I.e. for 17m stagging height percentage calculation will be like below 12 to16m = 4 x 2 = 8% 16 to 17 m x 1 x 3 = 3% Total = 11 % For 21 m stagging height Percentage calculation will be like below 12 to 16m = 4 x 2 = 8% 16 to 20m = 4 x 3 = 12% 20 to 21m = 1 x 4 = 4% Total = 24% 17. Following rates are for seismic zone-III for Zone-IV these rates shall be increased by 5% and for Zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones( Seismic maps attached in this C.S.R.) Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R. Note:- 2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender. (MJP DSR 2016-17 P.No.216/ I.No.1) Capacity of ESR- 65000 Ltr Cost of 65000 Litre capacity E.S.R. |
| 59 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in allrespect but including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to store,unloading, stacking etc. complete as directed by Engineer-in- charge. (for 2.75 m bare pipe) 80 mm dia.D I D/F pipe |
| 60 | 100 mm dia.D I D/F pipe |
| 61 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. 80 mm dia. D/F Sl. Valve PN 1.0 |
| 62 | 100 mm dia. D/F Sl. Valve PN 1.0 |
| 63 | Providing and supplying ISI standard D. I. specials & fittingwith 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, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. |
| 64 | Disrtibution 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 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm dia;4 kg/cm2 |
| 65 | 90 mm dia;4kg/cm2 |
| 66 | 75 mm dia;4kg/cm2 |
| 67 | Item No 2 Providing PVC Specials etc complete 10% of Item No 1 |
| 68 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.( PN 1.00) 100 mm dia. |
| 69 | 80 mm dia. |
| 70 | 65 mm dia. |
| 71 | Item No.5 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Excavation for foundation / pipe trenches in hard murum, 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 removing the excavated material upto a distance of 50m and lift upto 1.5m, stacking and spreading as directed, drawing, shoring and strutting, preparing the bed for the foundation etc.complete. Lft 0 to 1.5 mt |
| 72 | 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 complete. For Murrum bedding |
| 73 | Item No.9 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 dia;4kg /cm2 |
| 74 | 90 mm dia;4kg/cm2 |
| 75 | 75 mm dia;4kg/cm2 |
| 76 | Hydraulic testing of PVC 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. 110 mm dia;4kg/cm2 |
| 77 | 90 mm dia;4kg/cm2 |
| 78 | 75 mm dia;4kg/cm2 |
| 79 | Item No.10 .Lowering, laying, jointing CIDF Sluice Valves 100 mm Dia |
| 80 | 80 mm dia. |
| 81 | 65mm dia. |
| 82 | Item No.10 Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. |
| 83 | 80 mm dia. |
| 84 | 65mm dia. |
| 85 | 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. 225 mm x 300 mm (40 kg) |
| 86 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150 |
| 87 | Item No. 13 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm.layers with all leads and lifts including consolidation,surcharging,etc.complete. |
| 88 | Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores). 100 mm dia |
| 89 | 80 mm dia |
| 90 | Trial RunCommisioning 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. Trial Run For 1 months |
| 91 | Provision for Energy charges for one month -- etc comp. |
| 92 | Provision for Chemical charges -- etc comp. |
| 93 | Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade. Please Enable Macros to View BoQ information |
