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| 1 | Deepning Of wellITEM NO. 1Excavation 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. Lift 3.00 to 4.50 m Lift 15.00 to 16.50 m |
| 2 | Lift 15.00 to 16.50 m |
| 3 | Lift 15.00 to 16.50 m |
| 4 | Lift 15.00 to 16.50 m |
| 5 | Item No.2Dewatering the excavated trenches and pools ofwater in the building trenches/ pipeline trenceswell works by using pumps and other devicesincluding disposing off water to safe distance asdirected by Engineer-in-charge(including cost ofmachinery,labour, fuel)etc complete |
| 6 | Item No.3Providing 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) Required Chequare plate, angle structure and support structure etc. |
| 7 | Item No.4Carrying 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 |
| 8 | Item No.5Drilling of horizontal bores in soft and hard strata by DTC Machine including transportation of machine at siteAs per GSDA Rate |
| 9 | 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. |
| 10 | 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 |
| 11 | Item No : - 3Filling in Plinth and floor/trenches with contractors murum for bedding in 15cm to 20cm layers including watering and compaction complete |
| 12 | Item No : - 4Providing and laying in situ cement concrete of M-15 grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special finish is to be provided (Excluding reinforcement, & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed)P.C.C. 1:3:6 |
| 13 | 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 |
| 14 | B)R.C.C. Column |
| 15 | C)R.C.C. Beam |
| 16 | D)Chajja |
| 17 | E)R.C.C. Slab |
| 18 | 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 |
| 19 | 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. |
| 20 | 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.) |
| 21 | 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 |
| 22 | 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 |
| 23 | 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. |
| 24 | Item No : - 12Providing and laying cement concrete flooring of 50mm thickness with AX1:2:4 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. |
| 25 | Item No : - 13Providing and applying washable oil-bound distamper of approved colour and shade to old and new surface in two coats including scaffolding, preparing the surface. (Excl. the primer cost.) etc. complete. |
| 26 | 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. |
| 27 | Item No : - 15providing and applying two coats of exterior acraylic emulsion paint confirming to corrosponding IS of approved make and of approved colour to the plastered surface inclduing cleaning, preparing the plaster surface, applying primer coat, scaffolding if required, and watering the surface for two days etc. complete. |
| 28 | 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 fops various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. MJP DSR 2019-20 I N PM 1-2-5Pump duties 68 mtr 3750 lph PM 1-2-5 5HP MJP DSR 21-22 |
| 29 | Item No : - 2 Providing and fixing G.I.Pipe B Class 65 mm dia 3 m length Flanged etc MJP MJP DSR21-22 P.N 93-94 I.N.I-Bv- 2B v vii) 65 mm. ( 6.63 kg./m ) Rmt 419.00vii) 65 mm. ( 6.63 kg./m ) Rmt 105.00 |
| 30 | Item No : - 3PW 10 M.S. Flanges Providing, fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and thickness with both side machined. PW 10-1 Up to 300 NB Kg 134 0 134 4 joints x 2 =8 kg |
| 31 | Item No : - 4providing & fixing 65mm G I Bend MJP DSR21-22 P.N.17 I.N.PW 1-4 |
| 32 | Item No : - 5providing & fixing 65mm G I Nipple MJP DSR21-22 P.N.17 I.N.PW 3-4 |
| 33 | Item No : - 6providing & fixing 65mm Sluice vlave PN 1 without bypass SS Spindal CIDF IS 780 MJP DSR21-22 P.N.122 I.N.2a VIII 4631+1137 |
| 34 | Item No : - 7 Supply & erection of capacitor APP 2 KVAR . D.S.R.21-22 Page no.61Item no.cp 1 |
| 35 | Item No : - 8Providing, erecting Pressure gauge ofrequired range complete with syphon tube,isolating cock suitable for 12 mm dia G.I.Pipe. Pressure gauge shall be installed asdirected, with tapping on rising main.Pressure gauge (100 mm dia) I N PM 11-1 MJP DSR 21-22 |
| 36 | Item No : - 9 Supplying and erecting DOL starter tooperate squirrel cage induction motorworking on 380- 440 Volt, 3 phase, 50 Hzwith no volt coil and over load element with necessary material and connected tosupply, etc complete. Starter with originalsheet steel encloser. LD.S.R. 21-22 Page no.63 Item no. LG 1-1 |
| 37 | Item No : - 10Internal Wiring panel of 5 Hp. Dual.D.S.R. 07-08 Page no 60 Item no. Note 1 ( 2 ) 1605 |
| 38 | Item No : - 11Tools and equipment for pumping machaniry and pump room. List and Rates are as per Rate Analysis |
| 39 | Item No : - 125-1-6 Supplying and erecting triple pole metal clad switch and 3fuse 415V, 32A on iron / GI frame as per specification no.SW-SWR/MTP.PWD DSR 21-22Each 1212 71 1283 |
| 40 | Item No : - 13 6-1-14 Supplying and erecting marine plywood 18/19 mm thick fixedto wall or on provided panel board with necessary materialssuch as screws, wall fasteners, supports, nut bolts etc. complete.m2 1187 155 1342PWD DSR 18-19 |
| 41 | Item No : - 146-1-20 Supplying and erecting self-locking arrangement with keys induplicate, made of brass duly erected, flush with surface ofpanel / cupboard.Each 212 44 256 PWD DSR 21-22 |
| 42 | Item No : - 156-5-7 Supplying & erecting LED typeindicating pilot lamp withLED colour blue, 230 / 250 V on provided box / panel withnecessary material, wiring & connections etc.Each 195 50 245PWD DSR 21-22 |
| 43 | Item No : - 16 6-1-16(New) Supplying and erecting GI sheet 1.6mm (16 SWG) caution board of size 250 x 200 mm duly painted with red oxide andenamel paint in Marathi and Hindi erected at position for HV/EHV installation. Each 106 40 146 PWD DSR 21-22 |
| 44 | Item No : - 1712-4-7 Supplying and erecting pump protection relay comprising current sensing phase failure and UV+OV relay with dry run and overload protection suitable for 3 phase pumps.Each 2333 423 2756.PWD DSR 21-22 |
| 45 | Item No : - 185-1-23 Supplying and erecting four pole metal clad ON LOAD changeover switch 415V , 16A erected on angle iron / GI frame complete.1904 167 2071PWD DSR 21-22 |
| 46 | Item No : - 1912-4-8 Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.m 98 30 128 PWD DSR 21-22 |
| 47 | Item No : - 20 9-1-1 Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm complete with all materials, testing & recording theresults as per specification no. EA-EPEach 3105 1133 4238. PWD DSR 21-22MSECo material for Electric supply |
| 48 | Item No : - 2116-5-3 Supplying and erecting ISI mark GI pipe 25 mm. dia. ‘B’class at position with accessories complete. Specification no.CW-PLB/GP.m 300 59 359 PWD DSR 21-22 |
| 49 | Item No : - 221-4-2 Supplying and erecting mains with ISI mark WP 2 x 4 sq. mm.1100 V grade aluminium PVC insulated and PVC sheathed wires on G.I. bearer wire No. 8 SWG complete erected with required size of porcelain reel insulators and 16 SWG G.I.binding wire.m 33 30 63PWD DSR 21-22Pump House Elecrification |
| 50 | Item No : - 231-9-5 Point wiring for light/fan/bell in 20 mm ISI marked HMSPVC conduit with 1.5 sq.mm (2+1E) FR grade copper wire,flush type switch, earthing and required accessories as perspecification No: WG-PW/SWPoint 4 light 2 fan 4 out door light PWD DSR 21-22 Point 227 202 429 |
| 51 | Item No : - 242-1-22 Supplying & erecting LED 18W tube light fitting (4 feet) withpolycarbonate housing, heat sink, integrated HF electronic driver complete.PWD DSR 21-22 Each 558 45 603 |
| 52 | Item No : - 251-9-7 PWD DSR 21-22Point wiring for independent plug in 20 mm ISI markedHMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copperwire, flush type switch, earthing and required accessories as perspecification No: WG-PW/SW Point 252 232 484 |
| 53 | RISING MAIN 90mm DIAItem No : - 1Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm dia. HDPE 6 kg/sq.cm |
| 54 | Item No : - 2Proividing and supplying PVC/ GI specials. 5% of cost of pipes is considered for cost ofspecials (for estimate purpose only) |
| 55 | Item No : - 3Providing and supplying ISI mark CI D/Freflux valves (non-return valves ) of followingdia including railway freight, inspectioncharges, unloading from railway wagon,loading into truck, transportation uptodepartmental stores, unloading, stackingexcluding GST levied by GOI & GOM in allrespect etc. complete.Reflux valves as per I.S.5312 Part I (1984)80 mm dia. |
| 56 | Item No : - 4Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete25 mm |
| 57 | Item No : - 5Providing 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameter of pipe line (type design attached.)Foundation in B. C. Soil or Any Other Soil. |
| 58 | Item No : - 6Providing double flange sluice valve (scour valve) confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmentalstore, unloading, stacking etc. completeSluice valves - PN -1.0 (With by pass arrangement)80 mm |
| 59 | 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 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete.Lift 0 to 1.5 MEarth, soil, sand, gravel |
| 60 | Item No : - 8Excavation 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 backfilling, etc. complete.Lift 0 to 1.5 MHard murum with boulders |
| 61 | Item No : - 9Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 62 | Item No : - 10Lowering, 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 IIFor all class90 mm dia. HDPE 6 kg/sq.cm |
| 63 | Item No : - 11Hydraulic 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 position90 mm dia. HDPE 6 kg/sq.cm |
| 64 | Item No : - 12Lowering, laying and jointing in positionfollowing C.I.D/F Reflex valves, Butterflyvalves and Sluice valves including cost ofall labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Laying of Reflux Valve80 mm dia. |
| 65 | Item No : - 13Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.(for all class of valves).25 mm |
| 66 | Item No : - 14Lowering, laying and jointing in position C.I. D/F 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 valves - PN -1.0 (With by pass arrangement)80 mm |
| 67 | Item No : - 15Refilling 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. |
| 68 | Item No : - 16Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and beddingincluding bailing out water, form work, compaction, curing, etc. complete.(Cement 5.90 bags / cum)Road reinstatement |
| 69 | R.C.C E.S.R. CAPACITY 25000 Capacity and 15 m Staging HtItem 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. providing and fixing accessories such as M.S. ladder, 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 cement 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.For raft Fundation Increase vate by 7.5%Notes:1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)23. 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/300mix 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-200 for ESR. However all RCC construction should be done in M-2509. 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.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 forfoundations with individual footing withbearing capacity of 20 tonnes persquare metre. For raft foundations,these rates shall be increased by 7.5%where safe bearing capacity (SBC) is 5MT per sqm and by 5% where SBC ismore than 5 MT/sqm and upto 10MT/sqm. This % of 5% or 7.5% isapplicable for estimation of amount oflumpsum item of ESR. For extra itemdue to change from individualfoundation to raft, actual increase inconcrete and steel be paid as perrelevant DSR item.15.The rate shall be increased by 30% forbearing piles upto depth of 10 M and forfurther increased in depth by 5 M each,it shall be increased by another 10%.These rates are applicable where raft isnot feasible. For pile foundationssulphate resistant cement shall only beused. Single pile for the column is notpermitted, group of piles shall bedesigned with pile cap for each columnof ESR.16.The rates are applicable for stagingheight of 12 M. These rates shall beincreased or decreased for per metrevariation 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%17. Following rates are for seismic zone III.For zone IV, these rates shall beincreased by 5% and for zone II, theserates shall be decreased by 5%.Concerned Executive Engineer shallconfirm the seismic zone for thescheme from seismic zones plan beforeestimation and adopt appropriate ratesas per actual seismic zones. (Seismicmaps attached in this CSR).R.C.C E.S.R. CAPACITY 25000 Capacity and 15 m Staging Ht |
| 70 | Item No : - 2Providing and supplying ISI standard CIdouble flanged pipes excluding GST levied byGOI & GOM in all respect including railwayfreight, insurance, unloading from railway wagon,loading into truck transport to stores, unloadingetc. complete as directed by Engineer-in-charge.100 MM CI Pipe class B |
| 71 | 80 MM CI pipe class B |
| 72 | 80 MM CI Pipe class B |
| 73 | Item No : - 3Providing and supplying ISI standard CI flanged/ S& S specials including all statutory duties &taxes such as GST levied by GOI & GOM in allrespect, railway freight, insurance, unloadingfrom railway wagon, loading into truck transportto departmental store /site, unloading stackingetc. complete.D/F Specials for 80 mm to 300 mm Details link100 x 100Tee80 x 80 Tee, 100 Dia Duck foot Bend, 80 mm dia bend100 mm dia Bend etc. |
| 74 | 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.80 mm dia PN 1. |
| 75 | 100 mm dia PN 1. |
| 76 | 80 mm dia PN 1. |
| 77 | DISTRIBUTION SYSTEMItem No : - 1Providing and supplying in standard length ISI mark rigid unplasticized PVC pipes suitable forpotable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportat-ion, freight charges, inspections charges, loadingunloading, conveyance to the departmental stores/siteand stacking the same in closed shed duly protectedfrom sunrays and rains including cost of jointing material i.e. solvent cement etc complete(selfit tile to be jointed with cement solvent)75 mm dia 4 kg/cm2 |
| 78 | Item No : - 2Proividing and supplying PVC specials. 10% of cost of pipes is considered for cost ofspecials (for estimate purpose only) |
| 79 | Item No : - 3Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by GOI & GOM, including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988) 200 MM Dia P-II Class |
| 80 | Item No : - 4Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete80 mm dia PN 1. |
| 81 | Item No : - 5Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete.Earth, soil, sand, gravel |
| 82 | Item No : - 6Excavation for foundation / pipe trenches in hard murum, and boulders, WBM road 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.Hard Murum and boulders |
| 83 | Item No : - 7Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 84 | 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 includingcost of all labour, material, except cement solvent, rubberring, giving satisfactory hydraulic testing as per IS code,etc. complete (with cement solvent joint/ring fit joint)75 mm dia 4 kg/cm2 |
| 85 | Item No : - 9Hydraulic 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 position75 mm dia 4 kg/cm2. |
| 86 | Item No : - 10Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) 200 MM Dia NP II Class |
| 87 | Item No : - 11Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.80 mm dia PN 1. |
| 88 | Item No : - 12Providing 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.100 mm x 225 mm (20 kg) |
| 89 | Item No : - 13Refilling the trenches with available exvavated 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 |
| 90 | Item No : - 14Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and beddingincluding bailing out water, form work, compaction, curing, etc. complete.(Cement 5.90 bags / cum)Road Reinstatement by M-15 Grade Plain concrete |
| 91 | TRIAL RUNItem no 01Commisioning 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) |
| 92 | b) Electrical charges for 1 month trial run Pumping Hrs x Pump BHP x Electrical Charges x 30 Days= 4 Hrs. x 5B.H.P. x 8 Rs./Unit X 30 Days |
| 93 | c) Chemical dosing charges for 1 month trial runCharges = (4mg/L*300000 Lit/day*30day*25 Rs.)/10^6 |
| 94 | Item no 02Providing 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. Number As directed by Engineer in Charge Please Enable Macros to View BoQ information |