Rural Development Department has published Construction Of Water Supply Scheme At Dhamni Tal. Bhadrawati. Submission Date for this Tender is 07-10-2022. Water Supply Project Tenders in bhadravati Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Work 1 Supply Well Item No.1: Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M includingbarricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge. LIFT 0.0 to 1.5 M RL |
| 2 | LIFT 1.50 to 3.0 M |
| 3 | LIFT 3.00 to 4.50 M |
| 4 | LIFT 4.50 to 6.00 M |
| 5 | Item No.2 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 6.0 to 7.5 M |
| 6 | LIFT 7.5 to 9.0 M |
| 7 | LIFT 9.0 to 10.5 M |
| 8 | LIFT 10.5 to 12.0 M |
| 9 | LIFT 12.0 to 13.5 M |
| 10 | LIFT 13.5 to 15.0 M |
| 11 | Item No.3 :- Providing & laying in situ,followinggrade of trap/ granite/ quartzite/ gneiss metalfor foundation and bedding including dewatering,form work, compacting and curing, finishing etc. complete. Lift 10.0 to 15.00 |
| 12 | Item No. 4 :- Providing and casting in situ C.C. M-25 of trap/ grante / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design Or as directed by Engineer-in-charge including normal dewatering centring, plywood formwork, bully./steel prop-ups, compaction, finishing the fromed surface with cement mortor (1:3) of sufficient minimum thickness to give a smooth & even surface where necessary or roughening of special finish is to be provided and curing etc complete.( MJP CSR 2021-22 It. No4(b)Page. No. 46) Lift 10.0 to 15.00 |
| 13 | Item No.5 :- Providing 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 formwork, 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 finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only). Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (Excluding M.S. or Tor reinforcement). For RCC M-250 grade slabs / landings / vertical walls / waist slabs / steps for staircase. Lift 0.0 to 5.0m above GL |
| 14 | Lift 0.00 to 5.0m Below GL |
| 15 | Lift 5.0 to 10.0m Below GL |
| 16 | Lift 10.0 to 15.0m below GL |
| 17 | Item No. 6 : - Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). @ 80 kg/cum of concrete.(Tor Steel) Lift 0.00 to 5 m |
| 18 | Lift 5.00 to 10 m |
| 19 | Lift 10.00 to 15 m |
| 20 | Item No. 7 :- Dewatering charges for estimation purpose for head works in river basin or dam Jack well of 5 m dia |
| 21 | Item No. 8 :- Providing and fixing MS ladder .50 wide consi..75 x 10 mm MS flat as stringer and 16 mm dia MS bars in double rows as steps place at 25 Mc/c including cost of material labour welding anchoring and applyingthree coats of anticorrossive paint etc. complete |
| 22 | Item No. 9 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 23 | Item No. 12 :- "Providing stuctural 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 Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. " |
| 24 | Item No 13:- Providing and fixing mild steel grill work for windows/ ventilators of 20 Kg/Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete. (Bd-U-1/537) |
| 25 | Item No 14:- Carrying out recuperation/yield test for asserting the dischage of constructed well/excavated profile as directed by engg-in-charge. The test is carried out by drawing down water from the well/profile below normal/subsoil water level upto full depth rise in water level is recoreded. The normal water level/ subsoil water level in the well/profile as well as stainer/suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all material, overhead, labourers etc ompleted as directed |
| 26 | Item No 15:- Providing and Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section. Complete.(Boulder +Sand filling) |
| 27 | Item No 16:- Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all leads and lifts etc. |
| 28 | Item No. 17:- Taking Trial Bore (Core Bore Sampling) by Calyx machine with TCT/NX to get undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite. The item includes all higher and running cost of Calyx machine and back sampling all over burden strata in glass jar and Core samples serially numbered at size in a wooden Core Box, samples to be taken at 1.0 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 only and shall be 1.0 M above G.L. with cap over it. |
| 29 | Item No. 18 Drilling of 150 mm Dia Horizontal Bore( Gravel packing) |
| 30 | Item No. 19 150 mm dia threaded iron casing pipe |
| 31 | Sub Work 2 Switch Control ROOM (SIZE 3.0 x 3.0 x 3.0M) ITEM NO. 1 :- Excavation for foundation / pipe trenches in earth, soil 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 back filling, etc. complete. For Column |
| 32 | Item No. 2 :- Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing finishing compaction etc. complete. |
| 33 | ITEM NO. 3 :- Providing & laying in situ cement concreteM-15 (1:2:4) with trap/granite/quartizite/ gneiss metal in face wall including plywood / steel formwork and steel centering,compaction by vibrator, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc, complete. ( exculuding cost of reinforcement) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunney bag, plastic, tarpaulin etc. ( Wooden centering/ formwork will not be allowed) Bedding ( M - 15) |
| 34 | ITEM NO. 4 :- Providing and casting in situ C.C. of M - 20 trap/ granite/ quartzite / gneiss metal of approved quality for RCC work in foundation and footing of RCC column steel sanchion including normal dewatering, centring, form work compaction, finishing and curring etc. complete. (excluding M.S., or Tor reinforcement) R.C.C. M-20 Grade for footing |
| 35 | ITEM NO. 5 :- Providing and casting in situ M - 20 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, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) Column |
| 36 | ITEM NO. 6 :- Providing and casting in situ M - 20 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, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) Beam |
| 37 | ITEM NO. 7 :- Providing and casting in situ M - 20 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, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) Chajja |
| 38 | ITEM NO. 8 :- Providing and casting in situ M - 20 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, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) Top Slab |
| 39 | ITEM NO. 9 :- Providing & Fixing in position Steel bar reinforcement of various diameters for RCC pipes caps footing foundations slabs beams, columns, canopies stair cases, newels, chajjas lintels pardies copings, fins, arches, etc, as per detailed design, drawings, and schedules including cutting, bending, hoking the bars binding with wires or tack welding and supporting as required etc. complete. |
| 40 | ITEM NO. 10 :- Providing II nd class burnt bricks masonery with conuentional IS type brick in cement mortor 1:6 including scaffolding racking out joints and watering in superstructure etc. complete. |
| 41 | "ITEM NO. 11 :- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. " |
| 42 | ITEM NO. 12 :- Providing and laying cement conrete flooring 40 mm thick 1:2:4 cement concrete laid to proper level and slope in alternate bays including compcting PVC/Glass/ Aluminium strip at joint marking lines to give appearance to tiles at 3cm x 30 cm or other sizes laid diagonally / square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete. Flooring |
| 43 | ITEM NO. 13 :- Providing and fixing steel windows of various sizes as per detailed drawing with welded square bars 12mm at in 10cm centre to center with out ho dip zinc coating without / with ventilators including baricating glazing with non - acetinic / plain / obscued glass panned at approved type and quantity all fixluces and bastening without teak wood, boxing and architravesand finishing with one coat of primer complete and 2 coats of oil paint etc. complete. Steel Window |
| 44 | "ITEM NO. 14 :- Providing and fixing factory made panelled door shutter in single leaf 35 mm thick style and rail without ventilator with CCTW panels 12 mm thick including wrought iron hold fast and stainless steel fixtures with oil painting 3 coats etc. complete. " |
| 45 | ITEM NO. 15 :- Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete |
| 46 | ITEM NO. 16 :- Filling in plinth and floors / trenches with available excavated stuff for bedding in 15 cm layer including watering and compaction etc. complete. |
| 47 | ITEM NO. 17 :-Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming downetc. complete |
| 48 | ITEM NO. 18 :- Providing and fixing chicken mesh of 22 guage with about 30 cm width at the junction of RCC members and bricks work of approved including fixing mesh in position by necessary drilling in concrete or / B.B. masonery and or tying by binding wire etc. complete. |
| 49 | ITEM NO. 19 :- Filling in plinth and floors / trenches with contractor"s murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 50 | ITEM NO. 20 :- Electrification to switch control room including electric fitting with tube rod and other miscellanous items. Electrification |
| 51 | Sub Work 3 Pumping MachineryItem No. 1- Providing erecting & giving test of submericble pump sets confirming to IS 8034 & motor confirming IS 9283.Pump shall be suitable for various delivery head & discharge with stainless steel pump shaft & BRONZE impeller.Motor suitable for working o 415 V 10 %,3 ph 50 hz.A.C supply ,cableguard,thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided.The pump set shall be suitabel for direct coupling.Pump shall be havesuitable suction stainer shall aloso be provided 3 core ,single/ double run cooper conductor submercible type flat cable 3 m ,2 pairs of erction clamps Rates per pump 150 MM Dia upto 12 stages (as per design). 2 BHP Q-4375 H-42 on Supply Well Head - |
| 52 | Item No. 2-Supplying & erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply ,etc complete.Starter with original sheet steel encloser. I.G.-4 with contractor rating 16 amp |
| 53 | Item No. 3- Supplying erecting & terminating XLPE armoured cable 3 core 4sq. Mm.copper conductor continuous 5.48 sq. mm. ( 12 SVVG) G.i. earth wire complete erected with glands & lugs,on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CB CB2-3core-4 sqmm PVC cable |
| 54 | Item No 4-Providing and fixing of steel clamp fabricated from M.S .flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. clamp |
| 55 | Item No. 5- Providing ISI mark G.I. pipe of following class and dia excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores,etc complete 50 mm dia .G.I. heavy Class. |
| 56 | Item No. 6-Lowering,laying and jointing g.i pipes and specials of following class and diameter including conveyance from stores to site of works,all labour,etc. complete either underground or in vertical position ,as directed by Engineer -in- charge 50 mm dia G.I heavy Class. |
| 57 | Item No. 7-Providing and supplying ISI mark CI D/F reflux valves ( non-return valves ) of following dia includingrailway freiight, inspection charges, unloading from railway wagon,loading into truck, transportaion upto departmental stores,unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete. Reflux valves as per I.S.5312 Part (1984 Sluice vavle |
| 58 | Non return valve |
| 59 | Item No. 8-Lowering ,laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material , including nut bolts and giving satisfactory hydraulic testing etc.complete ( Rate for all class of valves. ) sluice valve 50 mm dia . |
| 60 | Non Return valve- 50 mm dia. |
| 61 | Item No. 9- Providing & erecting 3 pole MCCB upto 1000A, 415V, with short circuit rating 25KA ( Ics=100% of Icu), adjustable thermal ( overload ) setting and fixed magnetic setting with provided leads,provision for installation of shunt /UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron / GI frame as per specification no. SW- SWR/MCCB 32 A/40-4 Pole, 3 Phase. |
| 62 | Item No. 10-Supplying & erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished / pinted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate .Cupboard shall be duly grouted with suitablesizeof iron work in wall at the bottom. ( Size of cupboard shall be specified in the estimate ) |
| 63 | Item No. 11-L.T.current transformer with wound/ bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with insulting materials and connected to the meter. |
| 64 | Item No. 12- Providing and erecting main switch or ISI mark- Amp. |
| 65 | Item No. 13- Providing and fixing frame work for pannel board near well IsMC 100x50 and ISA 35x35x6 mm etc. complete. |
| 66 | Item No 14- Supplying and erecting PVC pipe ""b" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 67 | Item No. 15- Supplying and ercting galvannised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level necessary length of double G.I .Earth wire 8 SWG connected to plate with cadmijm plate G.I .Nut bolts 12 mm dia . With bituminous compound and run through 12 mm diaG.I . pipe 3 m long remaining portionof G.I .wire from surface of earth to switch gears in PVC pipe upto accessible height duty sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duty tested by earth teaster and recording the results |
| 68 | Item No. 16- Supply and erection"B"class G.I. Bend in position with necessary material.( MJP ELEC/MECH CSR 2021-22 It No. 1-4 PW1-5 P. No 11) PW 1-5 50 mm dia D.I. Bend |
| 69 | PW 2-5 G.I. Tee 50 mm dia |
| 70 | Item No. 17- Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thickto embedded the cable and bricks placed on both sideslength wise and top width wise all over the run and refilling the excavated earth without shine or hard material and making the surface proper with 0.15 m crown on the top |
| 71 | Item No. 18- Providing and errecting voltmeter A.C. cycles / sec. With 0 to 500V. Range flush type errected on provided M.S. 60 and errected with necessary PVC wire Voltmeter 144 x 144 Sq. mm. |
| 72 | Item No 19- Providing and errecting ammeter A.C. 50 0/50 450 v. or suitable range flush type complete errected in provided MS box connected to supply Ammeter 96 x 966 Sqmm. |
| 73 | Item No. 20- Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided MS. Box with pannel type fuses and connected with PVC |
| 74 | Item No. 21- Supplying And errecting triple pole Iron Clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame i) Incoming ICTPN-32 Amp/ |
| 75 | ii) Out going ICTP- 16 Amp. |
| 76 | iii) For lighting ICDP-16 Amp |
| 77 | Item No.22- Providing and fixing M.S.E.B. kitkat set etc. complete |
| 78 | Item No.23- Operating of pumping mavhinary through mobile network System |
| 79 | Sub Work 4 Rising MainItem No. 1 Excavation forpipe 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. Total |
| 80 | Item No. 2 Excavation for 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. Total |
| 81 | Item No. 3 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. Total |
| 82 | Item No. 4 Excavation for pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Total |
| 83 | Item No. 5 Providing and supplying in standard lengthsPolyethelene Pipes, onfirming 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 duly rotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete. 90 mm 6kg/Sqcm H.D.P.E |
| 84 | Item No. 6 "Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including allspecials 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 asdirected by engineer in charge as per IS-7634 90 mm 6kg/Sqcm H.D.P.E |
| 85 | Item No. 7 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., 80mm dia. Score valve. PN-1.6 |
| 86 | Item No. 8 Providing 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. 40 mm |
| 87 | Item No. 9 Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost ofconveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve) 40 mm dia. Kinetic Air valve. |
| 88 | Item No. 10 Providing 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) 80 mm dia. (non-return valves ) P.N. -1.6 |
| 89 | Item No. 11 Lowering, laying and jointing in position following C.I.DIF Reflex 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.) i) 80 mm dia. Sluice valve. |
| 90 | ii) 80 mm dia. Score valve. |
| 91 | Item No. 12 Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 92 | Item No. 13 Providing and fixing in position air valve shaft Including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M- 150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 93 | 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. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size:0.90 x 0.45 x 1.20 m. |
| 94 | Item No. 15 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 95 | Item No. 16 Hydraulic testing of H.D.P.E pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 MMH.D.P.E |
| 96 | Sub Work 5 RCC ESR Item No. 1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing 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 out side, stainless steel Ladder in container, 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 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. Capacity 10000 litres, St. Ht.12 m. |
| 97 | Item No. 2 Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe 80 mm dia inlet pipe |
| 98 | 80 mm dia outlet pipe |
| 99 | 80 mm dia overflow pipe |
| 100 | Item No. 3 Providing double flange sluice valve confirming for IS- 2906/14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking 80 mm dia PN 1 |
| 101 | Item No. 4 Providing and supplying ISI standard DI. specials & fitting with sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading including GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 80 to 300 mm dia |
| 102 | Sub Work 6 Distribution System Item No. 1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm |
| 103 | Item No. 2 : Excavation for foundation / pipe trenches in 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 foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm |
| 104 | Item No. 3 : 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm |
| 105 | Item No. 4 : Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 106 | Item No. 5 : Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps 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 for75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm |
| 107 | Item No. 6 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 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). for75 mm dia PVC4 kg per sqcm |
| 108 | for90 mm dia PVC4 kg per sqcm |
| 109 | Item No. 7: Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring,as perIS code,etc. complete (with cement solvent joint / ring fit joint). for75 mm dia PVC4 kg per sqcm |
| 110 | for90 mm dia PVC4 kg per sqcm |
| 111 | Item No. 8 : Providing PVC specials @10% cost of pipe |
| 112 | Item No. 9 : 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 Valve PN-1 65 mm dia |
| 113 | 80 mm dia |
| 114 | Item No. 10 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Sluice Valve PN-1.6 65 mm dia |
| 115 | 80 mm dia |
| 116 | Item No. 11 : 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.. WT 40 KG |
| 117 | Item No. 12 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note:- Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M) Size:0.90 x 0.45 x 1.20 m. |
| 118 | Item No. 13 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 119 | Item No. 14 : Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 120 | Item No. 15 : Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. for75 mm dia PVC4 kg per sqcm |
| 121 | for90 mm dia PVC4 kg per sqcm |
| 122 | Sub Work 7 Miscelleneous WorkItem No. 1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete Deduct For MS Gate(3m x 1.6m ) Total |
| 123 | Item No. 2 "Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc. complete." |
| 124 | Item No. 3 Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m 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 |
| 125 | Item No. 4 Providing & making solid support for FHTC ( Functional Household Tap Connection ) withc.c stand in c.c 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20m + depth below gl 0.10 x 0.20 deep wailing with 110 mm dia x 0.65m+deep stand in c.c 1:3:6 as per drawing including centering, curring, finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge. |
| 126 | Sub Work 8 Construction of RCCCattle TroughQTY for 2 NOSITEM 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) Excavation for cattle trough |
| 127 | Excavation for connecting pipe |
| 128 | ITEM NO :2 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 129 | ITEM NO : 3 Filling in plinth and floors / trenches with contractor"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 130 | ITEM NO:4 Providing 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) PCC M-150 |
| 131 | ITEM NO:5 Providing and laying in situCement concrete of trap/granite/quartzite/ gneissmetal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,"plywood form work,bully/steel propups propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted.) (excluding M.S. or Tor reinforcement) |
| 132 | ITEM NO. 6 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) In RCC M-150 Long Wall for cattle trough |
| 133 | Long Wall |
| 134 | Cross Wall |
| 135 | Guard Ward to cattle trough platform |
| 136 | Cross Guard Wall |
| 137 | Back Guard Wall |
| 138 | ITEM NO.7 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, 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). (Bd-F- 17/306)b) To r Steel |
| 139 | ITEM NO:8 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality 3assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed. 32mm dia MDPE Pipe for water supply to cattle trough |
| 140 | ITEM NO.9 Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement |
| 141 | SUBWORK NO 9 :-FHTCItem No. 1 :Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour, UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap,GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing,including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in Charge.A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main(As per Rate Analysis) No of households connections provided A) (With Road Crossing) For 15 mm Service connection |
| 142 | B) (Without Road Crossing) For 15 mm Service connection |
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