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| Sl. No. | Item Description |
| 1 | Veshvi RCC Well (6.0m X 10m) Item No. 1 :- Excavation for foundation / pipe trenches in earth soil of all type 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 etc. complete Lift 0.00 M to 1.50 m |
| 2 | 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 etc. complete Lift 1.50 M to 3.00 m |
| 3 | Item No. 3 :- Excavation for foundation / pipe trenches in soft rock 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 Lift 3.00 M to 4.50 m |
| 4 | Item No.4 :- Excavation for foundation / pipe trenches in hard rock by blasting 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 etc.complete Lift 4.50 M to 6.00 m |
| 5 | Lift 6.00 M to 7.50 m |
| 6 | Lift 7.50 M to 9.00 m |
| 7 | Lift 9.00 M to 10.00 m |
| 8 | Item No.5:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. P.C.C 1:2:4 |
| 9 | Item No. 6:- Providing & costing in constructing in situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade. 1) R.C.C. M-250for Beam |
| 10 | 2) R.C.C. M-250 for vertical wall |
| 11 | Item No.7:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation,slab,beams,columns,canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting,bending,hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 12 | Itemno:8- Providing & laying weep holes of 80 mm AC/PVC pipe as per drawing for abutment returns, return walls etc. complete. |
| 13 | ItemNo.9- Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinery labour fuel )etc complete. |
| 14 | Itemno:10- Providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 propor t ion wi th t rap/ grani te / quar tzi te / gneiss metal including st r iking joints and water ing etc. complete. |
| 15 | Item No.11- Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. |
| 16 | Item No.12 :- Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and water ing etc.complete. |
| 17 | Itemno:13 - Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 18 | Itemno:14 -Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying3 coats of anticorrosive paint, etc complete as directed by Engineer-in-charge. |
| 19 | Item No.15 :- Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 20 | Switch Room (Siz- 2.50m X 2.50m) 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 21 | Item No. 2-Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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. (Bd-A-2/259) |
| 22 | Item No. 3.Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete. |
| 23 | Item No. 4-Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 24 | Item No. 5-Providing second class Burnt Br ick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. Complete |
| 25 | Item No. 6- Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal of approved quality for R CC work as per detailed drawing and designs or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete. Slabs b) In RCC M-200 |
| 26 | Item No. 7-Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete. |
| 27 | Item No. 8-Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation 15 cm. to 20 cm. layers including watering and compaction complete. |
| 28 | Item No. 9-Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand |
| 29 | Item No. 10-Providing and fixing frame wi th / wi thout ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebat ing, iron holdfast of size 300mm x 40mm x5mm with oil paint ing, etc. complete |
| 30 | Item No. 11-Providing and fixing Count ry cut teak wood double or single leaf panelled shut ters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detai led drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work wi th oil paint ing 3 coats complete |
| 31 | Item No. 12-Providing and fixing Count ry cut teak wood windows wi th double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishingthe wood work wi th oil paint ing 3 coats etc. complete |
| 32 | Item No. 13-Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 33 | Item No. 14-Providing and applying washable oil bound 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. complete. |
| 34 | Item No. 15-Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 35 | Item No. 16-Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 36 | Pumping Machinery 5.00 BHP Item No. 1-Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages. Submersible pumpset 5.00 BHP 150 mm Dia |
| 37 | Item No. 2-Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10sqmm |
| 38 | Item No. 3 -Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 5HP pump etc.complete. (Market rate) Submersible pumpset 5.00 BHP 150 mm Dia |
| 39 | Item No. 4-Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 40 | Item No. 5-Providing tools for pumping. |
| 41 | Item No. 6-Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 42 | Item No. 7 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 43 | Item No. 8 Providing ISI mark G.I. pipe of following class and dia. Excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004 80 mm, Medium class |
| 44 | Item No. 9 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, Medium class |
| 45 | Rising Main HDPE 8Kg 125mm-2110m 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, 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.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form. 125mm Dia HDPE Pipe 8 Kg/sqcm |
| 46 | Item No. 2.- of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 47 | Sluice valves 100 mm Dia. |
| 48 | Reflux valves 100 mm Dia |
| 49 | Item No. 5-Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 15 mm Dia |
| 50 | Item No. 6-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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 51 | Item No. 7 -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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. (HARD MURRUM) |
| 52 | Item No. 8 -Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soft Rock |
| 53 | Item No. 9 -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.complete (Bd-A-5/259) Hard Rock |
| 54 | Item No. 10-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 55 | Item No. 11-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 loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 125 mm Dia HDPE Pipe 8 Kg/sqcm |
| 56 | Sluice valves 100 mm Dia. |
| 57 | Reflux valves 100 mm Dia |
| 58 | 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. Air valves 15 mm Dia |
| 59 | Item No. 15-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. b) 1:2:4 (M-150) grade for encasing |
| 60 | Item No. 16-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 0.90 x 0.60 x 1.20 |
| 61 | Item No. 17-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 |
| 62 | Item No. 18-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. 125 mm Dia HDPE Pipe 8 Kg/sqc |
| 63 | RCC ESR 100000Lit.12m St. Ht. 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 metres 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 off the surplus stuff within a lead of 50 metres, 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, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry 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 and 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. |
| 64 | Item No. 2.Providing D.I.pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect includingThird party inspection charges of TPI Agency approved by MJP includingTransitinsurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading,stacking etc.completed as directed by Engineer incharges (IS8329/2000 for pipes and IS 158/1969 and IS12820/1989 or latest edition / revision with amendments for Rubber Gaskets. |
| 65 | Item No. 3.Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete. |
| 66 | Distribution System 6Kg 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, 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.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form. 63mm Dia HDPE Pipe 6 Kg/sqcm |
| 67 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 68 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 69 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 70 | 125 mm Dia HDPE Pipe 6 Kg/sqcm |
| 71 | Item No. 2.- of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 72 | 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. Sluice valves 65 mm Dia. |
| 73 | Sluice valves 80 mm Dia. |
| 74 | Sluice valves 100 mm Dia. |
| 75 | Item No. 4-Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 20 mm Dia |
| 76 | Item No. 5-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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 77 | Item No. 6 -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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB |
| 78 | Item No. 7 -Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soft Rock |
| 79 | Item No. 8-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 80 | Item No. 9-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 loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 81 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 82 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 83 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 84 | 125 mm Dia HDPE Pipe 6 Kg/sqcm |
| 85 | Item No. 10-Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Sluice valves 65 mm Dia. |
| 86 | Sluice Valve 80 mm Dia |
| 87 | Sluice Valve 100 mm Dia |
| 88 | Item No. 11-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. Air valves 20 mm Dia |
| 89 | Item No. 12-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 (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) a) 1:2:4 (M-150) grade for Thrust Blocks b) 1:2:4 (M-150) grade for encasing |
| 90 | Item No. 13 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 91 | Item No. 14-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 |
| 92 | Item No. 15-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. 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 93 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 94 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 95 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 96 | 125 mm Dia HDPE Pipe 6 Kg/sqcm |
| 97 | Item No. 16-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 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) 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 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate 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. Number As directed by Engineer in Charge MORTH 801 |
| 98 | Pressure Sand Filter Item No. 1 Automatic online Hydraulically operated self cleaning pressure filter to remove iron Manganess, Turbidity of bad odour and colour various discharge and economical cost.(10Cum/Hrs) |
| 99 | Misc Works Item No. 1 Providing & streching transmission line & making additional electric load connetion to Head works, including all charges as per MSEB rule. |
| 100 | Trial Run (For 1 Month) 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. |
| 101 | Rautwadi, Wadgaonphata Pumping Machinery 5.00 BHP Item No. 1-Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages. Submersible pumpset 5.00 BHP 150 mm Dia |
| 102 | Item No. 2-Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10sqmm |
| 103 | Item No. 3 -Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 5HP pump etc.complete. (Market rate) Submersible pumpset 5.00 BHP 150 mm Dia |
| 104 | Item No. 4-Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 105 | Item No. 5-Providing tools for pumping. |
| 106 | Item No. 6-Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 107 | Item No. 7 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 108 | Item No. 8 Providing ISI mark G.I. pipe of following class and dia. Excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004 80 mm, Medium class |
| 109 | Item No. 9 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, Medium class |
| 110 | Rising Main HDPE 8Kg 90mm-1623m 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, 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.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form. 90 mm Dia HDPE Pipe 8Kg/sqcm |
| 111 | Item No. 2.- of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 112 | 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. Sluice valves 80 mm Dia. |
| 113 | Item No. 4-Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) Reflux valves 80 mm Dia |
| 114 | Item No. 5-Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 15 mm Dia |
| 115 | Item No. 6-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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 116 | Item No. 7 -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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. (HARD MURRUM) |
| 117 | Item No. 8 -Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soft Rock |
| 118 | Item No. 9 -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.complete (Bd-A-5/259) Hard Rock |
| 119 | Item No. 10-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 120 | Item No. 11-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 loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 121 | Item No. 12-Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Sluice valves 80 mm Dia. |
| 122 | Item No. 13 Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Reflux valves 80 mm Dia |
| 123 | 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. Air valves 15 mm Dia |
| 124 | Item No. 15-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. b) 1:2:4 (M-150) grade for encasing |
| 125 | Item No. 16-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 0.90 x 0.60 x 1.20 |
| 126 | Item No. 17-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 |
| 127 | Item No. 18-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 mm Dia HDPE Pipe 8 Kg/sqc |
| 128 | RCC ESR 50000Lit.12m St. Ht. 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 metres 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 off the surplus stuff within a lead of 50 metres, 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, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry 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 and 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. |
| 129 | Item No. 2.Providing D.I.pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect includingThird party inspection charges of TPI Agency approved by MJP includingTransitinsurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading,stacking etc.completed as directed by Engineer incharges (IS8329/2000 for pipes and IS 158/1969 and IS12820/1989 or latest edition / revision with amendments for Rubber Gaskets. |
| 130 | Item No. 3.Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete. |
| 131 | Distribution System 6Kg 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, 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.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form. 63mm Dia HDPE Pipe 6 Kg/sqcm |
| 132 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 133 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 134 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 135 | Item No. 2.- of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 136 | 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. Sluice valves 65 mm Dia. |
| 137 | Sluice valves 80 mm Dia. |
| 138 | Sluice valves 100 mm Dia. |
| 139 | Item No. 4-Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 20 mm Dia |
| 140 | Item No. 5-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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 141 | Item No. 6 -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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB |
| 142 | Item No. 7 -Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soft Rock |
| 143 | Item No. 8-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 144 | Item No. 9-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 loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 145 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 146 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 147 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 148 | Item No. 10-Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Sluice valves 65 mm Dia. |
| 149 | Sluice Valve 80 mm Dia |
| 150 | Sluice Valve 100 mm Dia |
| 151 | Item No. 11-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. Air valves 20 mm Dia |
| 152 | Item No. 12-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 (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) a) 1:2:4 (M-150) grade for Thrust Blocks b) 1:2:4 (M-150) grade for encasing |
| 153 | Item No. 13 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 154 | Item No. 14-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 |
| 155 | Item No. 15-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. 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 156 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 157 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 158 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 159 | Item No. 16-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 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) 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 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate 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. Number As directed by Engineer in Charge MORTH 801 |
| 160 | Pressure Sand Filter Item No. 1 Automatic online Hydraulically operated self cleaning pressure filter to remove iron Manganess, Turbidity of bad odour and colour various discharge and economical cost.(10Cum/Hrs) |
| 161 | Trial Run (For 1 Month) 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. |
| 162 | Add 18% GST Please Enable Macros to View BoQ information |
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