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| 1 | Percolation WellItem No : - 1Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. (Total Lift 0-7m)For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 MFor initial Lift 0 to 1.5 Mtr. Depth |
| 2 | Item No : - 2Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. (Total Lift 7-18m)For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M For initial Lift 0 to 1.5 Mtr. Depth |
| 3 | Lift 1.50 to 3.00 Mtr . Depth |
| 4 | Lift 3.00 to 4.50 Mtr. Depth |
| 5 | Lift 4.50 to 6.00 Mtr. Depth |
| 6 | Lift 6.00 to 7.50 Mtr. Depth |
| 7 | Lift 7.50 to 9.00 Mtr. Depth |
| 8 | Lift 9.00 to 10.50 Mtr. Depth |
| 9 | Lift 10.50 to 12.00 Mtr. Depth |
| 10 | Lift 12.00 to 13.50 Mtr. Depth |
| 11 | Lift 13.50 to 15.00 Mtr. Depth |
| 12 | Lift 15.00 to 16.50 Mtr. Depth |
| 13 | Lift 16.50 to 18.00 Mtr. Depth |
| 14 | Item No : - 3Providing and laying in situ Cement concrete of trap /granite /quartzite/ gneiss metal for P.C.C 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.P.C.C. 1:2;4 M-150 |
| 15 | Item No : - 4Providing 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, 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 .)A) For Ring Beam M-20 |
| 16 | B) Vertical wall M-20 |
| 17 | Item No : - 5Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, 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 and supporting as required, etc. complete.(including cost of binding wire) TOR STEEL |
| 18 | Item No : - 6Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 19 | Item No : - 7Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge ncluding cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277) |
| 20 | Item No : - 8Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.25X25X5mm chequre plate 6.00 mm thick. |
| 21 | Item No : - 9Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 22 | Item No : - 10Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge. The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.Lps Less than 25,000 |
| 23 | Item No : - 11Refilling 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. |
| 24 | Item No : - 12Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden onlyFrom 0 m to 7.5 m |
| 25 | From 7.50 m to 18 m |
| 26 | Pumping MachinaryItem No : - 1Providing, 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.15. H.P. SUBMERSIBLE PUMP |
| 27 | 15. H.P. SUBMERSIBLE PUMP standby |
| 28 | Item No : - 2Providing 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. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.80 mm Dia. GI Pipe C class (Heavy) |
| 29 | Item No : - 33 core PVC insulated, PVC sheathed copper conductor flat submersible cable. Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 Core 6 sqmm) |
| 30 | Item No : - 4Providing and fixing M.S. clamps for Holding 50 mm dia G.I. Pipe |
| 31 | Item No : - 5Supplying & erecting Soft Starters for 3 phase 415 volts, A.C. water pump 15-30 H.P considering of RS-485 Communication port, compact size & range, internal by pass contactor, 400% max. allowed overload of nominal current, with compatibility with teleservice software \\"Remote Drive\\" on Internet, having protection of motor overload, phase sequence, excess start time, phase loss, power circuit fault, supply frequency, communication failure etc complete.Automatic Control Panel Board |
| 32 | Item No : - 6Providing tools for pumping. |
| 33 | Item No : - 7Providing earthing with Galvanised Cast Iron plate size 60x60x0.60 cm complete with all materials, testing and recording the results as per specifications No. EA-EP |
| 34 | Item No : - 8Providing and erecting triple spurn gear Chain pully Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift , tested to 50 % over load as per IS 3832 carrying IS mark (1 MT capacity) |
| 35 | Rising MainItem No : - 1Providing and supplying in standard lengthsPolyethelene 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.140 mm PE-100 a) 6 Kg/Sq. cm |
| 36 | Item No : - 2Adding 1% pipe cost for HDPE specials |
| 37 | Item No : - 3Providing and supplying ISI mark CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. reflux valves as per IS 5312 Part I(1987)Reflux valve 150 mm Dia |
| 38 | Item No : - 4Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspectioncharges,transportationupto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete.Sluice valve 150 mm Dia for connecting Proposed ESR with rising main |
| 39 | Item No : - 5Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspectioncharges,transportationupto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete.Scour valve 150 mm Dia for Washout |
| 40 | Item No : - 6Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.Kinetic Air valves 50 mm Dia |
| 41 | Item No : - 7Excavation 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. |
| 42 | Item No : - 8Excavation 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) |
| 43 | Item No : - 9Excavation 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 44 | Item No : - 10Filling 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. |
| 45 | Item No : - 11Lowering, 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 jointingprocedure 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-7634Part II140 mm PE-100 a) 6 Kg/Sq. cm |
| 46 | Item No : - 12Hydraulic 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.140 mm PE-100 a) 6 Kg/Sq. cm |
| 47 | Item No : 13Lowering, laying and jointing in position following C.I. D/F Reflux 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.)Reflux valve 150 mm Dia |
| 48 | Item No : -14Lowering, laying and jointing in position following C.I. D/F Reflux 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 150 mm Dia for connecting Proposed ESR with rising |
| 49 | Item No : - 15Lowering, laying and jointing in position following C.I. D/F Reflux 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.)Scour valve 150 mm Dia for Washout |
| 50 | Item No : - 16Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)b) 1:2:4 (M-150) grades for encasing |
| 51 | Item No : - 17Providing 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.) For foundation in B.C. Soil or Any other soil upto 150 mm |
| 52 | Item No : - 18Refilling 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. |
| 53 | RCC ESRItem No : - 1Designing (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. For raft Fundation Increase vate by 7.5%1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)2. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.3. The entire structure shall be in M/300mix only.4. 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.5. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.6. 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.7. Stagging shall have to be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-2508. 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.9. 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. 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.11. 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.12. 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.13.Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.14.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%.These rates are applicable where raft is not feasible. For pile foundationssulphate resistant cement shall only be used. Single pile for the column is notpermitted, group of piles shall be designed with pile cap for each column of ESR.15.The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below12 to 16 M staging - 2% per metre16 to 20 M staging - 3% per metre20 M and above - 4% per metreFor 17 M staging height, percentage calculation will be like below :12 to 16 M --- 4 x 2 = 8%16 & 17 M --- 1 x 3% = 3% Total = 11%For 21 M staging height, percentage calculation will be like below :12 to 16 M --- 4 x 2 = 8%16 to 20 M --- 4 x 3% = 12%20& 21 M --- 1 x 4% = 4% Total = 24%16. 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 beforeestimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).Capacity of ESR 124000 Lits.Cost of 10000 Litres capacity E.S.R. (for 01 no. ESR)Basic rate Rs. 10.57 per litre upto 150000 L |
| 54 | Item No : - 2Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.150 MM DIA. Inlet |
| 55 | 200 MM DIA. Oulet |
| 56 | 150 MM DIA. Overflow |
| 57 | Item No : - 3Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to deparmental store/ site, unloading stacking etc. complete.D/F Specials Upto and including 300 mm dia.Duck Foot Bend, Bell Mouth, Tee, Miscelleneous |
| 58 | Item No : - 4Providing 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 statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete.Sluice valve 150 mm Dia (inlet) |
| 59 | Sluice valve 200 mm Dia (outlet) |
| 60 | Sluice valve 150 mm Dia (overflow) |
| 61 | Item No : - 5Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 62 | Distribution SystemItem No : - 1Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).75 mm Dia. . 4 Kg /Cm2 |
| 63 | 90 mm Dia. . 4 Kg /Cm2 |
| 64 | 110 mm Dia. . 4 Kg /Cm2 |
| 65 | 140 mm Dia. . 4 Kg /Cm2 |
| 66 | 160 mm Dia. . 4 Kg /Cm2 |
| 67 | 180 mm Dia. . 4 Kg /Cm2 |
| 68 | Item No : - 210% cost of pipes for PVC specials |
| 69 | Item No : - 3Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as pertest 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 ValveSluice Valve Dia 80 mm |
| 70 | Sluice Valve Dia 150mm |
| 71 | Item No : - 4Excavation 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. |
| 72 | Item No : - 5Excavation 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) |
| 73 | Item No : - 6Excavation 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 74 | Item No : - 7Filling 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. |
| 75 | Item No : - 8Lowering, 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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).75 mm Dia. . 4 Kg /Cm2 |
| 76 | 90 mm Dia. . 4 Kg /Cm2 |
| 77 | 110 mm Dia. . 4 Kg /Cm2 |
| 78 | 140 mm Dia. . 4 Kg /Cm2 |
| 79 | 160 mm Dia. . 4 Kg /Cm2 |
| 80 | 180 mm Dia. . 4 Kg /Cm2 |
| 81 | Item No : - 9Lowering ,laying and fixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .including cost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve)Sluice Valve Dia 80 mm |
| 82 | Sluice Valve Dia 150mm |
| 83 | Item No : -10Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)In PCC M-150 |
| 84 | Item No : -11Refilling 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. |
| 85 | Item No : -12Providing CI road box including loading unloading and carting at site of work including all necessary excavation in all type of strata and fixing in muru packing etc. complete.Size 100mm x 225mm (20kg) |
| 86 | Trail RunItem No.1Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirement 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, toghether with training of personnel spared by MJP/ Local Body and handling over the scheme to local body and handling over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.a) For Single Village (1 Months) |
| 87 | b) Electrical charges for 1 month trial run |
| 88 | c) Chemical dosing charges for 1 month trial run |
| 89 | Switch RoomItem No : - 1Excavation 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. |
| 90 | Item No : - 2Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers ( including hand packing and compacting), etc. complete |
| 91 | Item No : - 3Filling in Plinth and floor/trenches with contractors murum for bedding in 15cm to 20cm layers including watering and compaction complete |
| 92 | Item No : - 4Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)In PCC M-10 |
| 93 | Item No : - 5Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surface curing,etc. complete. Use of L & T, A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted.RCC M-200A) R.C.C. Footing |
| 94 | B)R.C.C. Column |
| 95 | C)R.C.C. Beam |
| 96 | D)Chajja |
| 97 | E)R.C.C. Slab |
| 98 | Item No : - 6Providing second class Burnt Brick masonry with conventional /I.S.type bricks in cement mortar 1:6 in super structure including striking joints,raking out joints,watering and scaffolding etc. Complete |
| 99 | Item No : - 7Providing and fixing solid core flush door shutter in double leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. |
| 100 | Item No : - 8Providing and fixing steel window of various sizes per detailed drawing with out hot dip zinc coating, without ventilators, including fabricating/glazing with plain/obscured glass panels of approved type and quality,iron oxidised fixture sand fastenings,finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 101 | Item No : - 9Providing & fixing in position steel bar reinforcement of various dia. For RCC pipes, caps, footings, foundation, slab, beams, columns, canopies, staircase, newels chajjas, lintels, pardies coping fins, arches, etc. as per detailed design & drawing & schedule.TOR STEEL |
| 102 | Item No : - 10Providing internal Cement plaster for 20mm thickness with appropriate coats in cement mortor 1:3 without neeru finish to stone masonry surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.3 |
| 103 | Item No : - 11Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1 Kilogram per cement bag curing the same for not less than 2 day sand keeping the surface of the base coat rough to receive the sand faced treatment 6to8 mm thick in cement mortar 1:4 finishing the surface by taking out grain sand curing for fourteen days scaffolding etc.complete. |
| 104 | Item No : - 12Providing and laying cement concrete flooring of 50mm thickness with 1:2:4 cement concret lead to proper level and slope in alternate bays including compaction filling joints marking line to gave the appearance to tiles of 30cm x 30cm or other size lwad diagonally/square etc. finishing smooth ( with extra cement) in any colour as directed and curing complete. |
| 105 | Item No : - 13Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs O2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 106 | Item No : - 14Providing and applying white wash on old /new plastered or masonry surface and asbestos cement sheets including scaffoldings and preparing the surface by brushing and brooming down, etc. complete. |
| 107 | Item No : - 15Providing and applying waterproof cement paint of approved manufacture and of approved colour and plastered surface including scaffoldings if necessary and preparing the surface |
| 108 | Item No : - 16Charges for Internal Electrification Please Enable Macros to View BoQ information |
