|
| 1 | RCC WELL 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 |
| 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 |
| 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 | Lift 10.50 M to 12.00 m |
| 9 | 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 |
| 10 | Item No. 6:- Providing & costing inconstructingin 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, finishingthe formed surface withC.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 |
| 11 | 2) R.C.C. M-250 for vertical wall |
| 12 | 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 |
| 13 | Item no-8 Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 14 | Item no-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 machinerylabour fuel )etc complete. |
| 15 | Item no-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 trap / grani te / quar tzi te / gneiss metal including striking joints and water ing etc. complete. |
| 16 | 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. |
| 17 | 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. |
| 18 | Item no-13 Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 19 | Item no-14 Prvoding and fixing in position C.I. dapuri steps or 22mm dia. M.S. bar step with proper anchorage,etc.and providing andapplying 3 coats of anticorrosive paint, etc complete as directedby Engineer-in-charge. |
| 20 | 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 |
| 21 | Item No. 16 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portionwith B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complction of work includingdismantling coffer dam after completion of works and disposing off the mater |
| 22 | Item No. 17 :-Item No.17 :- विंधणकाम (वाहतुकईसह.) (माती/मुरुमाच्या भूस्तरात 150 मी.मी. व्यासाची रिमिंग विंधणकाम व पक्क्या पाषाणात 115 मी.मी. व्यासाच्या विंधणकामाचा (वेट ड्रिलींग) यात समावेश आहे). |
| 23 | Item No. 18 :- Item No.18 :- विहीरीमध्ये बेंचर उतरविणे व परत बाहेर काढणे तसेच विंधण कामाचे वेळचे कटींग मटेरियल विहीरीबाहेर काढण्याची मजूरी. |
| 24 | Item No.19 :- बेंचर आणि इतर साहित्य खाली उतरविणे आणि विंधण काम पूर्ण झाल्यानंतर पुन्हा यंत्रावर चढविणे. तसेच अपारंपारिक योजनेच्या विंधणकामाकरीता स्थळाची विंधन कामाच्या दृष्टीने अनुकुलता करणे (site preparetion) आणि बेंचर प्रत्येक विंधण विहीरी स्थळी हलविणे साठीची मजूरी. |
| 25 | Item No.20 :-Carrying out recuperation/ yield test forasserting the discharge of constructed well/excavated profile as directed by Engineer-incharge. The test is carried out by drawingdown water from the well/profile below normal/subsoil water level upto full depth rise in waterlevel is recorded. The normal water level/subsoil water level in the well/ profile as well asstainer/ suction level at pump as per design ofW.S. scheme shall be recorded prior to thetest including cost of all materials, overhead,labourers, etc. completed as directed.. |
| 26 | Item No. 21 :-Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits togather undisturbed strata samples forinvestigation in all types of strata, soft soil,murum, hard murum with boulders, softrock, hard rock and quartzite, etc. Theitem includes all hire and running cost ofCallyx machine, conveying all materials tosite of work excluding conveyance ofcallyx machine and back sampling all overburden strata in glass jar and coresamples serially numbered at site in awooden core box, samples to be taken at1.0 M interval and conveying to the placeas directed by Engineer-in-charge. Thediameter of bore in overburden shall be100 mm and of NX size (50 mm) in otherstrata. The item shall also include M.S.casing pipe of 2.5 mm thick plate inoverburden only and shall be 1.0 M aboveGL with cap over it.a)In weathered rock / soft rock |
| 27 | d) In hard rock other than quartzite |
| 28 | e) In hard rock quartzite |
| 29 | SUBWORK SWITCHROOMITEM 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) |
| 30 | 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) |
| 31 | 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. |
| 32 | 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. |
| 33 | 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 |
| 34 | Item no-6Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality for R CCwork asper detailed drawing anddesigns 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. |
| 35 | 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. |
| 36 | Item no-8 Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation15 cm. to 20 cm. layers including watering and compaction complete. |
| 37 | 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 |
| 38 | 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 |
| 39 | Item no-11Providing 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 |
| 40 | Item no-12Providing 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 |
| 41 | Item no-13 Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 42 | 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. |
| 43 | Item no-15Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 44 | 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) |
| 45 | Subwork -Pumping MachineryItem No.1- Providing, erecting and giving test ofsubmersible 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. Motorsuitable 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 suitablesuction 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 copperconductor 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 (withBronze / Stainless steel(CF8M) Impeller)up to 8 stages 5 BHP |
| 46 | Item No 2- Supplying & erecting flat/ flexible 3 core 10 sqmm copper cable intervals with column pipe assembly etc complete. Flat flexible 3 core 10sqmm copper cable |
| 47 | Item No.3 –Supplying and erecting Fully Automatic Star Delta Starter to operate squirral cage induction motor working on 380-440volt, 3phase 50Hz with no volt coil over load element and on off push buttons. Starter with original Sheet steel encloser. >7.5HP and up to 12.50HP |
| 48 | Item No.4-Providing , installing & commissioning main control pannel boardincluding 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 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 49 | Item No.5– 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) |
| 50 | Item No.7– 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) |
| 51 | Item No.8–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 |
| 52 | Solar PumpItem No.1. Supplying, installing, testing and commissioning of solar waterpump of 7.5 HP capacity, DC submersible type (with controller)100800 LPD/ 67200LPD/ 45600LPD, total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp/ PV arrayrespectively mounted on GI structure with necessary hardware with 5years on site performance warrantee. Specification no. ESD-SWPS 7.5 BHP Solar pump |
| 53 | Item No.2. Tracker Fancing with Gate :-A) Providing and erecting 1.5 metre high wire fencing with seven rows ofbarbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5Metres, Center to center including excavating pits for foundqtion,fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fasteningthe wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 54 | Item No.2. B) :- Providing and fixing mild steel grill gate with angle iron frame 65mm x65mm x 10mm with iron bars at150mm C/C and diagonal flats as perthe detaileddrawing including hinges, pivot block locking arrangement,welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kg/Smt. |
| 55 | Item No.3 Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. |
| 56 | Sun Estimate - Rising MainItem 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. 125 mm dia hdpe pipe 8 kg / sqcm |
| 57 | Item No.2:- 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 58 | 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 |
| 59 | Item No. 4 ;Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading 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 |
| 60 | Item No. 5 ;Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valve for washout |
| 61 | Item No. 6;-ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 15 mm Dia |
| 62 | Item No 7:-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 |
| 63 | Item No.8- 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.(HARD MURRUM) |
| 64 | Item No.9- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 65 | Item No.10 -Excavation for foundation / pipe trenches in hard rock by controlledChizelling,wedging line drilling by mchanical meansor by other means by blastingincludingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M Hard Rock |
| 66 | Item No.11 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. |
| 67 | Item No.12 - 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 |
| 68 | Item No.13 - Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves 80 mm Dia. |
| 69 | Item No.14 - Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Reflux valves 80 mm Dia |
| 70 | Item No.15 - Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 71 | Item No.16 Lowering, Layingand 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 Valve 15mm Dia |
| 72 | Item No.17 Providingandfixinginpositionairvalveshaftincluding 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, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired 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.) upto 150 mm on Murum & harder strata |
| 73 | Item No.18 ProvidingandlayinginsitufollowinggradesofC.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 |
| 74 | Item No.19 ;ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 75 | Item No.20 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 76 | Item No.21Hydraulic 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. 90mmDia HDPE Pipe 8 kg/sqcm |
| 77 | Item No.22:- Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. |
| 78 | RCC GSR Item.no:1-Designing (aesthetically), and constructing RCC Ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow andbye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manholeframe and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. completeas per design data, criteria, obligatory requirements and detailed specification |
| 79 | Item No 2 :- Providing 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. |
| 80 | Subwork –Distribution systemItem 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.63 mm Dia HDPE Pipe 8 Kg/sqcm |
| 81 | 75 mm Dia HDPE Pipe 6Kg/sqcm |
| 82 | 90 mm Dia HDPE Pipe 6Kg/sqcm |
| 83 | 110 mm Dia HDPE Pipe 6Kg/sqcm |
| 84 | Item No.2- 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 85 | 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. |
| 86 | Sluice valves 80 mm Dia |
| 87 | Item No.4Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 88 | NRV 80 mm Dia |
| 89 | 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 |
| 90 | 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.(HARD MURRUM) |
| 91 | Item No.7- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 92 | Item No.8 -Excavation for foundation / pipe trenches in hard rock by controlledChizelling,wedging line drilling by mchanical meansor by other means by blastingincludingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M Hard Rock |
| 93 | Item No.9 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. |
| 94 | Item No.10 - 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 63mm Dia HDPE Pipe 6 Kg/sqcm |
| 95 | 75 mm Dia HDPE Pipe 6Kg/sqcm |
| 96 | Item No.11 - Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves 65 mm Dia. |
| 97 | Sluice Valve 80 mm Dia |
| 98 | Item No.12 Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 99 | NRV 80 mm Dia |
| 100 | Item No.13ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 101 | Item No.14 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. |
| 102 | Item No.15 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 103 | Item No.16Hydraulic 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. 63mmDia HDPE Pipe 6 kg/sqcm |
| 104 | 75 mm Dia HDPE Pipe 6Kg/sqcm |
| 105 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 106 | 110 mm Dia HDPE Pipe 8 Kg/sqcm |
| 107 | Item No.17Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize 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 stoveenamelonbacksideandborder/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, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 108 | Item No.18- Making cross connection to existing distribution main of any type including excavation and removing existing pipes, lowering ,laying of specials and pipe in their positions refilling ,closing the water supply in that area,dewatering and restarting the water supply,etc complet as directed by Engineer -in-charge for following diameters of existing pipeline,irrespectiv of diameters of branch line .(The no of joints involve will be paid seperatly depending upon nature of joints and required pipes,valves and specials will be supplied free of cost at stores.)80 mm |
| 109 | 100 mm |
| 110 | 125 mm |
| 111 | Item No.20 - Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete 225 mm x 300 mm (40 kg) |
| 112 | MISC WORKProviding & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 113 | TRIAL RUNCommissioning, 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 |
| 114 | 18% GST |
