Rural Development Department has published Tender For Construction Of Water Supply Scheme At Sukwashi, Salezari, Korambi And Chak Ghadoli Tal. Gondpipri. Submission Date for this Tender is 09-01-2023. Water Supply Project Tenders in gondpipri Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Dec-2022 | 2022_CHAND_861830_1 | Date | 03-01-2023 |
| 2 | 03-Jan-2023 | WATER SUPPLY SCHEME AT SUKWASHI, SALEZARI, KORAMBI AND CHAK GHADOLI TAL. GONDPIPRI | Date | 05-01-2023 |
| 3 | 05-Jan-2023 | Date830 | Date | 06-01-2023 |
| 4 | 07-Jan-2023 | Corrigendumd | Date | 09-01-2023 |
| 5 | 09-Jan-2023 | Corrigendum SHUDHPRAK | Date | 10-01-2023 |
| Sl. No. | Item Description |
| 1 | 1) AT. SUKHWASHITAH.GONDPIPRISub Work 1 :- ESTIMATE FOR SUPPLY WELL - 6.00 M. DIA. AND 15.00 M. DEEP 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.2Excavation 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.Levelling course |
| 12 | Item No. 4Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, 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.Foundation for jack well |
| 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).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) |
| 18 | Item No. 7 Dewatering charges for estimation purpose for head works in river basin or damJack well of 6 m dia |
| 19 | 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 |
| 20 | RItem No. 9 efilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 21 | Item No. 10 Drilling of 150 mm Dia Horizontal Bore( Gravel packing) |
| 22 | Item No. 11 150 mm dia threaded iron casing pipe |
| 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 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 | SUBWORK NO-2 SWITCH ROOM 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 |
| 30 | Item No. 2 :- Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing finishing compaction etc. complete. |
| 31 | 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) |
| 32 | 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) |
| 33 | 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 |
| 34 | 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) |
| 35 | 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) |
| 36 | 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) |
| 37 | 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | 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 |
| 44 | 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. |
| 45 | 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 |
| 46 | 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. |
| 47 | 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. |
| 48 | ITEM NO. 20 :- Electrification to switch control room including electric fitting with tube rod and other miscellanous items. |
| 49 | SUB WORK 3 NALLA DEEPENING 5M AVE WIDTH AND 2.0 MDEPTHItem 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)i) Lift 0.00 to 1.5 m |
| 50 | Item No. 2Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.ii) Lift 1.5 to 3.0 m |
| 51 | Item No. 3 Dewatering the excaveted trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ), etc. complete. |
| 52 | SUB WORK 4:-Estimate for the work of Pumping Machinery 3 BHP Item No.1 Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below.Submesible pump 150 mm dia (with bronze / stainless steel (CF8M ) Impeller ) up to 8 stages 3 BHP . |
| 53 | Item No. 2 Supplying and 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.3 B.H.P. |
| 54 | Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CUCB 1-3 core - 4 sq mm PVC cable |
| 55 | 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. |
| 56 | 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 as per IS-1239/2004.50 mm dia. G.I. Heavy Class. |
| 57 | 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-charge50 mm dia. G.I. Heavy Class. |
| 58 | Item No. 7 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 (1984Sluice valve 50 mm dia. |
| 59 | Non Return valve - 50 mm dia. |
| 60 | 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. |
| 61 | Non Return valve - 50 mm dia. |
| 62 | Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (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/40-4Pole, 3 Phase. |
| 63 | Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 64 | 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 inslulting materials and connected to the meter.L.T. Transformer |
| 65 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 66 | Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete.M.S.Frame pannel board |
| 67 | Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. |
| 68 | Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers 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 dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. |
| 69 | Item no 16 Supplying and erecting "B" class G.I. Bend in position with necessary material. PW1-4 50 mm dia G.I. Bend |
| 70 | PW 2-4 G.I. Tee 50 mm dia. |
| 71 | 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 thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. |
| 72 | Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wire |
| 73 | Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . |
| 74 | 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 M.S. box with pannel type fuses and connected with PVC wire. |
| 75 | 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/ |
| 76 | ii)out going ICTP-16 Amp. |
| 77 | iii)For lighting ICDP-16 Amp. |
| 78 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 79 | Item No. 23 Operation of Pumping Machinary through mobile network system |
| 80 | SUB WORK 5 RISING MAIN 90 MM Dia PVC 6kg/Sqcm. Length= 900mItem No. 1Excavation 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. |
| 81 | 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. |
| 82 | Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 83 | 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. |
| 84 | Item No. 5 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).90 mm 6kg/Sqcm |
| 85 | Item No. 6 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 per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm 6kg/Sqcm |
| 86 | 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 |
| 87 | 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 |
| 88 | 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)50 mm dia. Kinetic Air valve. |
| 89 | 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)i) 80 mm dia. Score valve. |
| 90 | 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. 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 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. 90 MM PVC |
| 96 | SUB WORK 6 Construction of R.C.C.E.S.R."s capacity 30000 LitsItem 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 30000 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 pipe100 mm dia inlet pipe |
| 98 | 100 mm dia outlet pipe |
| 99 | 100 mm dia Washout pipe |
| 100 | 100 mm dia overflow pipe |
| 101 | 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 100mm dia PN 1 |
| 102 | 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 |
| 103 | SUB WORK 7 : Construction of Cement Nalla BandharaITEM NO 1: Excavation in all kin ds of soil including boulders up to 0.5m diameter (0.003cum) for canal, seating, of embankment, filter drains/catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 1 km and all lifts as directed. |
| 104 | ITEM NO 2: Excavationin hard murum including boulders upto 0.6 m diameter (0.113 cum ) fir cabakm seating of embankment, filter drains/catch water drains etc and placing the excavated stuff neatly in dump area or for formation of service road/embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1km and all lifts as directed. |
| 105 | ITEM NO 3: Excavationin soft roc including boulders upto 0.6m diameter (0.113 cum) for canal, seating of embankament, filter drain/catch water drains etc and piacing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. |
| 106 | ITEM NO 4: Excavation in hard rock of all toughness by ordinary blsting methods including boulders above 0.6m dia (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling/pre-spliting/smooth blasting teachniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour levelling bed etc complete with lead upt to 1km and all lifts as directed. |
| 107 | ITEM NO.5: Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. |
| 108 | ITEM NO.6: Providing and laying in situ cement concrete of frade M-10 of trap/granite/quarizite/graded metal for foundation and bedding with batching plant and Transit Mixer including placing, centering, shuffering, compacting curring etc complete with all lifts as directed. |
| 109 | ITEM NO 7: Providing and laying in situ cement concrete of grade M-15 of trap/gneiss/quarizite/graded metal for RCC works of retaining walls, piers, abutments, etc. with batching plant and Transit mixer including centering shuttering, scaffolding, placing, compacting curring etc. complete with all lifts as directed. |
| 110 | ITEM NO 8: Providing and fixing in position TMT FE 500bar reinforcement of various diameters for RCC pile caps, footings, foundations slabs beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete as directed. |
| 111 | ITEM NO9: Backfilling the trenches using available material from excavatin in layers not exceeding 300mm each layer shall be compacted by waterin and ramming without disturbing the pipe line with excavated stuff, includng breaking of clods of soil etc complete as directed. (the backfiling on the two sides of the pipeline should be carried out simultaneously) |
| 112 | ITEM NO 10: Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone from approved source including cost of all matrials, labour machinary hand packing/wedging stone chips, finishing etc, complete with lead upto 1km and all lifts as directed. |
| 113 | ITEM NO 11: Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95% of proctor density using vibratory compactor including cost of water etc. complete with lead upto 1 km for water and all lifts as directed |
| 114 | ITEM NO 12: Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc complete under specific and indispensable circumstances with prior approval from completent authority with authentic evidence of records justifying dewatering etc complete as directed.. |
| 115 | SUB WORK 8 DISTRIBUTION SYSTEM of75 mm 90 mmLength is 2028 m 134 m 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 |
| 116 | Item No. 2 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 |
| 117 | Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 118 | Item No. 4 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 |
| 119 | Item No. 5 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 |
| 120 | for90 mm dia PVC4 kg per sqcm |
| 121 | Item No. 6 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 |
| 122 | for90 mm dia PVC4 kg per sqcm |
| 123 | Item No. 7 Providing PVC specials @10% cost of pipe |
| 124 | Item No. 8 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.65 mm dia |
| 125 | 80 mm dia |
| 126 | Item No. 9 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.)65 mm dia |
| 127 | 80 mm dia |
| 128 | Item No. 10 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. |
| 129 | Item No. 11 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. |
| 130 | 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. |
| 131 | Item No. 13 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 |
| 132 | for90 mm dia PVC4 kg per sqcm |
| 133 | Item No. 14 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall beprovided with each full length of pipe cost of which is included in rates below.80 mm dia Medium Class |
| 134 | 100 mm dia Medium Class |
| 135 | Item No. 15 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.80 mm dia Medium Class |
| 136 | 100 mm dia Medium Class |
| 137 | Item No. 16 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.80 mm dia Medium Class |
| 138 | 100 mm dia Medium Class |
| 139 | SUB WORK 9Miscelleneous Work Item 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 |
| 140 | Item No. 2 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 141 | 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 |
| 142 | Item No. 4Commissioning, 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. |
| 143 | Item No. 5 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. |
| 144 | SUB WORK 10 Estimate for construction of RCCCattle Trough( TWO NOS OF QUANTITY)ITEM NO :1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)Excavation for cattle trough |
| 145 | Excavation for connecting pipe |
| 146 | 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) |
| 147 | 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) |
| 148 | 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 |
| 149 | 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) |
| 150 | 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 |
| 151 | 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 |
| 152 | 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 |
| 153 | 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 |
| 154 | SUB WORK 10HOUSE TAP CONNECTIONItem No. 1Providing 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 A) (With Road Crossing) For 15 mm Service connectionconnections provided |
| 155 | B) (Without Road Crossing) For 15 mm Service connection |
| 156 | 2) AT.SALEZARI TAH.GONDPIPRISUB WORK 1:- DEEPING OF SUPPLY WELL- 5.0 M Item No.1 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as requied 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 barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Lift 9.0 to 10.5m |
| 157 | For Lift 10.5 to 12.0m |
| 158 | For Lift 12.0 to 13.5m |
| 159 | For Lift 13.50 to 15.0m |
| 160 | Item No.2. Desilting the Supply Well, Intake Well / HeadWorks, Sump of water supply / sewerageworks etc. in wet or dry condition includinglifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. For Lift 0.0 to 9.0m |
| 161 | Item No.3 Dewatering the excaveted trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ), etc. complete. 30 DAYS X 8 HRS X 2 PUMP X 5 HP |
| 162 | Item No.4 Carrying out recuperatiion / Yield test for asserting the discharge of constructed well / excaveted profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recoded .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, overloads, labours etc. complete. as directed. |
| 163 | Item No.5 Provision for removing and re-errectting of Hoistingarrangements and Pumps |
| 164 | SUB WORK 2 :-Estimate for the work of Pumping Machinery 3 BHP Item No.1 Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump 150mm dia 3 B.H.P. |
| 165 | Item No. 2 Supplying and 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. 3 B.H.P. |
| 166 | Item No. 3 Supplying and erecting plain copper conductor PVC insulated flexible cable as per IS 694/1990 of following grade upto 1100 volts. CB 1-3 core - 4 sq mm PVC cable |
| 167 | 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. |
| 168 | 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 as per IS-1239/2004. 50 mm dia. G.I. Heavy Class. |
| 169 | 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. |
| 170 | Item No. 7 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 Sluice valve 50 mm dia. |
| 171 | Non Return valve - 50 mm dia. |
| 172 | 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. |
| 173 | Non Return valve - 50 mm dia. |
| 174 | Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (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/40-4Pole, 3 Phase. |
| 175 | Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 176 | 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 inslulting materials and connected to the meter. L.T. Transformer |
| 177 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 178 | Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. |
| 179 | Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 180 | Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers 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 dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate. |
| 181 | Item No. 16 Earth Plate. Supplying and erecting "B" class G.I. Bend in position with necessary material. Earth Plate. PW1-5 50 mm dia G.I. Bend |
| 182 | PW 2-5 G.I. Tee 50 mm dia. |
| 183 | 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 thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. Trench……….. |
| 184 | Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wire Voltmeter 144 x 144 Sq. mm. |
| 185 | Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm. |
| 186 | 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 M.S. box with pannel type fuses and connected with PVC wire. |
| 187 | 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/ |
| 188 | ii)out going ICTP-16 Amp. |
| 189 | iii)For lighting ICDP-16 Amp. |
| 190 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 191 | Item No. 23 Operation of Pumping Machinary through mobile network system |
| 192 | Sub Work No-3:- RISING MAIN 110 MM Dia HDPE6kg/Sqcm. Length=2180 m Item 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. |
| 193 | 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. |
| 194 | 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. |
| 195 | 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. |
| 196 | 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.. 110 mm 6kg/Sqcm |
| 197 | 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 Part I |
| 198 | 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 |
| 199 | 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. 50 mm |
| 200 | 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) 50 mm dia. Kinetic Air valve. |
| 201 | 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. Sluice valveP.N. -1.6 |
| 202 | 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. |
| 203 | ii) 80 mm dia. Score valve. |
| 204 | Item No. 12 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.) |
| 205 | Item No. 13 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. |
| 206 | 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. |
| 207 | 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. |
| 208 | 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 MM PVC |
| 209 | SUB WORK 4 :- Construction of R.C.C.E.S.R."s capacity 15000 Lits 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 15000 litres, St. Ht.12 m. |
| 210 | 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 100 mm dia inlet pipe |
| 211 | 100 mm dia outlet pipe |
| 212 | 100 mm dia Washout pipe |
| 213 | 100 mm dia overflow pipe |
| 214 | 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 100 mm dia PN 1 |
| 215 | 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 |
| 216 | Sub Work No-5:- Repairs to exisisting RCC ESR Cap-30000 Ltr Item No.1: Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete. |
| 217 | Add 10% Naxal Charges |
| 218 | Item No.2: Providing waterproof plaster to old structure 20 mm thickin cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete. |
| 219 | Item No.3: Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement) |
| 220 | Add 10% Naxal Charges |
| 221 | Item No.4: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete. |
| 222 | SUB WORK 6:- DISTRIBUTION SYSTEM of75 mm 90 mmLength is 2325 m 541 m 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 |
| 223 | Item No. 2 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 |
| 224 | Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) for75 mm dia PVC4 kg per sqcm |
| 225 | Item No. 4 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 |
| 226 | Item No. 5 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). |
| 227 | for75 mm dia PVC4 kg per sqcm |
| 228 | Item No. 6 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). |
| 229 | for75 mm dia PVC4 kg per sqcm |
| 230 | Item No. 7 Providing PVC specials @10% cost of pipe |
| 231 | Item No. 8 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 |
| 232 | 80 mm dia |
| 233 | Item No. 9 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 |
| 234 | 80 mm dia |
| 235 | Item No. 10 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. |
| 236 | Item No. 11 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. Total Pipe Volume to be deducted |
| 237 | 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. |
| 238 | Item No. 13 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. |
| 239 | for75 mm dia PVC4 kg per sqcm |
| 240 | SUB WORK 7:-NALLA DEEPENING 5M WIDTH AND 2.0 M DEPTH Item No. 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 241 | Item No. 2 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 242 | Item No. 3 Dewatering the excaveted trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ), etc. complete. |
| 243 | SUB WORK 8 :-Miscelleneous Work Item 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 |
| 244 | Item No. 2 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 245 | 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 |
| 246 | Item No. 4 Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 247 | Item No. 5 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. |
| 248 | SUB WORK 9:-Estimate for construction of RCCCattle Trough ITEM NO :1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Excavation for cattle trough |
| 249 | Excavation for connecting pipe |
| 250 | 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) |
| 251 | 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) |
| 252 | 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 |
| 253 | 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) |
| 254 | 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 |
| 255 | Long Wall |
| 256 | Cross Wall |
| 257 | Guard Ward to cattle trough platform |
| 258 | Cross Guard Wall |
| 259 | Back Guard Wall |
| 260 | 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 |
| 261 | 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 |
| 262 | 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 |
| 263 | SUB WORK 10:-FHTC Item 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 225 A) (With Road Crossing) For 15 mm Service connection |
| 264 | B) (Without Road Crossing) For 15 mm Service connection |
| 265 | 3) AT.KORAMBI TAH.GONDPIPRISUB WORK 1:- Recharge Trench 1 NosItem No. 1. Excavation in general in soft material compressingof soft soil, soft murrum, sand, hard murrum with boulders wet or dry condition for headworks i.e. supply well for lift 0 to 1.50 m& lead of 150 m. including baricadding, guarding disposing of surplus excavated stuff within redius of 0.5 km. as directed by enginee r-in charge etc.complete excluding refilling. Lift 0. to 1.50 M |
| 266 | Lift 1.50 to 3.00 M. Add 10% Naxal |
| 267 | Item No. 2.Refilling the trenches with and floor with available excavation stuffsoil or murum in 15 cm to 20 cm layers including watering and compaction complete. With avalable material like sand or Boulder Add 10% Naxal |
| 268 | SUB WORK 2:- Recharge Shaft QTY , Nos. 6Item No. 1. Provision road for bore vehicle as per directed enginner in charge |
| 269 | Item No.2 Providing and drilling 150 mm dia. Bore up to required depth etc. complete |
| 270 | Item No. 3.Fixing PVC casing of 140 mm dia. 1x12 = 12 m (IS 4985-1988 PVC 140MM 6 Kg /cm2 WEEP HOLE 63 mm 6 kg/cm2) |
| 271 | WEEP HOLE 63 mm 6 kg/cm2) |
| 272 | Item No. 4. Borewell cap for 180 mm dia. PVC pipe |
| 273 | Item No. 5.providing and fixing in position Steel bar reinforcement of various diameters for RCC piles caps footing foundations slabs beams columns canopies staircase newels, chajjas,lint els,pardies, copings , fins, arches etc as per detailed designs drawings and schedules including cutting bending hooking the bars binding with wires or take welding as required complete (including cost of binding wire) |
| 274 | Item No.6.Providing and laying shrouding material in recharge shaft in proper layers as filter media etc complete 6mm to 12mm pabbles |
| 275 | Item No8"Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed , shoring and strutting "preparing the bed for the foundation and excluding back filling complete. |
| 276 | Item No.9 Providing and laying in situC.C. of trap/granite/ quartzite/ gneiss metal of aproved quality for R.C.C. work as per detailed drawing & design or as directed including dewatering, centring, formwork, compaction, finishing, the formed surfaces with C.M. |
| 277 | SUB WORK 3:- Proposed Percolation WellDepth - 15 M& Dia. - 4 M. ITEM NO.1Taking Core Bore Bore by helo of Drilling Rig, Machine etc. Complete as directed by Engineer in charge and upto the satisfaction of Engineer in charge. (Including all labours carting, loading, unloading etc) Add 10% Naxal |
| 278 | ITEM NO.2Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murumwithboulders inwetordryconditionforheadworksi.e.intakewell, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150Mincludingbarricading,guardinganddisposingoffsurplusexcavatedstuff within a radius of 0.5 km. as directed, etc. complete excluding refilling. Lift 0 to 1.50 M |
| 279 | Lift 1.5 to 3.00 M |
| 280 | Lift 3 to 4.5 M |
| 281 | Lift 4.5 to 6 M Add 10% Naxal |
| 282 | ITEM NO.3Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry 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, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refilling Lift 6 to 7.5 M |
| 283 | Lift 7.5 to 9 M |
| 284 | Lift 9 to 10.5 M |
| 285 | Lift 10.5 to 12 M |
| 286 | Lift 12 to 13.5 M |
| 287 | Lift 13.5 to 15 M Add 10% Naxal |
| 288 | ITEM NO.4Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete. a) M-150 As Per Lead Charges & Add 10% Naxal |
| 289 | ITEM NO.5Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining structure a) For RingBeama) ForVertical Wall (6 m below GL & 1.5 m above GL )Above 1.5 m from GL |
| 290 | Below 0 to 5 m from GL |
| 291 | Below 5.0 to 10.00 m from GL |
| 292 | As Per Lead Charges & Add 10% Naxal |
| 293 | ITEM NO.6 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire) 8% of RCC QtyLift0 to 5 m above & Below GL |
| 294 | Lift5 to 10 m |
| 295 | ITEM NO.7Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. RSJ 200x100mm Weight of RSJ RSJ 100x50mm |
| 296 | Add 10% Naxal |
| 297 | ITEM NO.8Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge. 6 mm thickAdd 10% Naxal |
| 298 | ITEM NO.9Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. 7.5 BHP pumps daily 8 hrs for 20 daysAdd 10% Naxal |
| 299 | ITEM NO.10 Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-incharge Add 10% Naxal |
| 300 | ITEM NO.11 Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and lifts Add 10% Naxal |
| 301 | ITEM NO.12Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete. Net Qty Add 10% Naxal |
| 302 | ITEM NO.13Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. 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 recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. Lps less than 25,000Add 10% Naxal |
| 303 | ITEM NO.14Horizontal Bore40 m length 4 No.s Taking Horizontal boreof40 M Length & 4 Nos (as per GSDA certificate) Add 10% Naxal |
| 304 | ITEM NO.15Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.S.angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete. Railing Add 10% Naxal |
| 305 | SUB WORK 4:-Switch Room Size (2.5 m x 2.5 m x 3 m)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 of 0 to 1.5 M |
| 306 | 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 foundation and excluding backfilling, etc complete. Lift of 0 to 1.5 M |
| 307 | ITEM NO.3Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC M-150 |
| 308 | ITEM NO.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, 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. orTor ReinforcementRCC Footing M-150 |
| 309 | ITEM NO.5 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. |
| 310 | ITEM NO.6 Providing and casting in situ Cement Concrete 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, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness 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 ) RCC Column M-200 |
| 311 | ITEM NO.7Providing 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 nesessary 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.) RCC beam & lintel M-200 |
| 312 | ITEM NO.8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, 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 ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Slab M-200 |
| 313 | ITEM NO.9 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, centering, form work, 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 fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja M-200 |
| 314 | ITEM NO.10 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. |
| 315 | ITEM NO.11Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor Steel |
| 316 | ITEM NO.12 Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 317 | ITEM NO.13 Providing internal cement plaster 12 mm 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 |
| 318 | ITEM NO.14 Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 319 | ITEM NO.15Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete. |
| 320 | ITEM NO.16 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc. complete. |
| 321 | ITEM NO.17Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 322 | ITEM NO.18Providing and fixing in position factory made box type steel window with glazed fan light including steelwindows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete |
| 323 | ITEM NO.19 Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 324 | ITEM NO.20 Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/orprelim colours on one side after routing the moulded design on flush doors and 2 mmplain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 325 | SUB WORK 5: - Pure water Submersible Pumping Machinary 3 BHP for Pr. WellITEM NO. 1Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages). Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages).3 BHP suitable for 39 mtr head & 4013 litres/hr discharge. |
| 326 | ITEM NO. 2 Providing and Fixing L.T. skeleton panel board upto 6 HP. (As per detail sheet attached) |
| 327 | ITEM NO. 3 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 328 | ITEM NO. 4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 65 mm dia (heavy) on well |
| 329 | ITEM NO. 5Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984) a) Without bypass arrangement - PN - 1 80 mm dia |
| 330 | ITEM NO. 6Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete. a) Sluice valve - PN - 1(Without bypass) 80 mm dia |
| 331 | ITEM NO. 7Lowering, 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.) a) Sluice valve - PN - 1(Without bypass) 80 mm dia |
| 332 | ITEM NO. 8Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 333 | ITEM NO. 9Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043) 1. For pump -2Nos1. For panel board- 1No. |
| 334 | ITEM NO. 10Providing and supplying ISI standard CI Flanged/ S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store/site, unloading stacking etc. complete. CI D/F specialsi) 80 to 300 mm dia |
| 335 | Provision for electrical wireing |
| 336 | SUB WORK 6 :-Pure Water Rising Main from Proposed Supply Well to Proposed ESR(90 mm PVC 6 Kg/cm2) L= 570 mITEM NO. 1 Material Section 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 inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). Proposed Supply Well to Proposed ESR(90 mm PVC 6 Kg/cm2) |
| 337 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete. 10% cost of pipes |
| 338 | ITEM NO. 2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III 150 mm dia RCC NP III PIPES 1% cost of pipes |
| 339 | ITEM NO. 3 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 80 mm Dia(non-return valve ) |
| 340 | ITEM NO. 5Providing 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. complete. a) Air valve Single ball Flanged - PN -132 mm dia |
| 341 | Mechanical Tee 80x80x80 mm |
| 342 | ITEM NO. 5 Labour Section 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 1.5Total Excavation Add 10% Naxal |
| 343 | ITEM NO. 6 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 foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MAdd 10% Naxal |
| 344 | ITEM NO. 7 Excavationfor foundation/ pipe trenchesin soft rock&old cement& lime masonary foundation,asphaIt raod includingremoving 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 MAdd 10% Naxal |
| 345 | ITEM NO. 11Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for 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 110 mm Dia. 90 mm Dia.Add 10% Naxal |
| 346 | ITEM NO. 12Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. Working pressure 8 kg/cm2 110 mm Dia.90 mm Dia.Add 10% Naxal |
| 347 | ITEM NO. 13Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.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 work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 150 mm dia RCC NP III PIPES Add 10% Naxal |
| 348 | ITEM NO. 14Lowering, laying, jointing in positionfollowing scour, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )80 mm Dia(non-return valve ) 80 mm Dia Sluice ValveAdd 10% Naxal |
| 349 | ITEM NO.15Providing 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) Upto 150mm 32 mm dia Add 10% Naxal |
| 350 | ITEM NO. 16Providing 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.Note: Wall thickness : 0.23 M for depth of .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover Add 10% Naxal |
| 351 | ITEM NO. 17 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Add 10% Naxal |
| 352 | Item No.18: Providing and laying in situ Cement Concrete M-15 of trap/ranite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 353 | SUB WORK7 :-RCC ESR Capcity -KL, St. Ht. -m ITEM 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/cfor 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 chargesincluding 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 Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, 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 acrylic emulsion with silicon additives 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. The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory. The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300. Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition. AllconditionsgivenintheMember Secretary"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below. 75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete. Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column. ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside. Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper relevant DSR item. The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increasedby another10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. The rates are applicable for staging heightof 12 M. Theseratesshallbe increasedor decreasedfor per metre variation in this staging height as below: Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).RCC ESR Capacitylitresm staging Height, 3 m tank height Cost of 23000Ltr Further Cost of 0 Ltr 20.39 rate Total cost forLitres @ 12 m staging heightFor raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% isapplicable for estimation of amount of lumpsum item of ESR. Total cost forLitres @ 12 m staging heightADD 7.5% SBC Add 10% Naxal Lead for sand Lead for Metal Total cost for 23000 Litres @ 12 m staging height |
| 354 | ITEM NO.2 Providing & 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.Inlet80mm dia.CI.D./F pipes Outlet 80 mm dia.CI.D./F pipes Overflow |
| 355 | 80mm dia.CI.D./F pipes |
| 356 | Washout |
| 357 | 80 mm dia.CI.D./F pipes |
| 358 | 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 all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials300 D/F Specials Upto and Including150 mm80 mm to 300 mm dia |
| 359 | ITEM NO.4 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 GOt & GOM in all respect etc. complete Sluice valves PN-1 without bye-pass arrangement80 mm dia. Sluice valve - Outlet/Distribution |
| 360 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 361 | 80 mm dia. Sluice valve - Washout |
| 362 | ITEM NO.5 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 |
| 363 | SUB WORK 8:-Distribution System75 mm to 90 mm PVC 4kg/cm2 L = 1084 m ITEM NO.1 Material 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 inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).Working Pressure 4 kg/cm2 75 mm |
| 364 | 90 mm |
| 365 | Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. 10% of cost of pipes |
| 366 | ITEM NO.2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III Considering Nalla / Road Crossing 150mm dia RCC NP III PIPES 1% of cost of pipes |
| 367 | 1% of cost of pipes |
| 368 | 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1. 65 mm sluice valve |
| 369 | ITEM NO.4 LABOURExcavation 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) Lift 0 to 1.5 Add 10% Naxal |
| 370 | ITEM NO.5Excavation 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 foundation and excluding backfilling, etc. complete .Lift 0 to 1.5Add 10% Naxal |
| 371 | ITEM NO.6Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5Add 10% Naxal |
| 372 | ITEM NO.7Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5 Add 10% Naxal |
| 373 | ITEM NO.9Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm2 75 mm |
| 374 | 90 mm |
| 375 | ITEM NO.10Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.Working Pressure 4 kg/cm275 mm |
| 376 | 90 mm |
| 377 | ITEM NO.11Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.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 work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. Considering Nalla / Road Crossing150mm dia RCC NP III PIPESAdd 10% Naxal |
| 378 | ITEM NO.12Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 65 mm sluice valveAdd 10% Naxal |
| 379 | ITEM NO.13Providing 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)Add 10% Naxal |
| 380 | ITEM NO.14Providing 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)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38As Per Lead Charges & Add 10% Naxal |
| 381 | 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. Net volume of refilling Add 10% Naxal |
| 382 | ITEM NO.16Providing and making solid support for FHTC (Functional Household Tap Connection)with c.c. stand 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20 m + depth below ground level 0.10 x 0.20 x deep wailing with 110 mm dia. x 0.65 m + 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. |
| 383 | SUB WORK 9:-Testing & Trial run - For Single village scheme without WTP (For Three month ) ITEM NO.1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (Three Month) |
| 384 | SUB WORK 10:-TAP HOUSE CONNECTION 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 A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main(Without Road Crossing) For 15 mm Service connection ( Road Crossing) |
| 385 | For 15 mm Service connection |
| 386 | 4) AT.CHAK GHADOLITAH.GONDPIPRI SUB WORK 1 :- SUPPLY WELL DESILTING Item No.1:Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. LIFT 10.50to 12 M |
| 387 | Item No.2 :- Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A for supply well |
| 388 | SUB WORK 2 :-Pumping MachineryItem No.1 Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump 150 mm dia (with bronze / stainless steel (CF8M ) Impeller ) up to 8 stages . |
| 389 | Item No. 2 Supplying and 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. |
| 390 | Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CU |
| 391 | 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. |
| 392 | 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 as per IS-1239/2004. 50 mm dia. G.I. Heavy Class. |
| 393 | 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. |
| 394 | Item No. 7 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 Sluice valve 50 mm dia. |
| 395 | Non Return valve - 50 mm dia. |
| 396 | 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. |
| 397 | Non Return valve - 50 mm dia. |
| 398 | Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (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 |
| 399 | Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 400 | 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 inslulting materials and connected to the meter. |
| 401 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 402 | Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board |
| 403 | Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. |
| 404 | Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers 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 dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. |
| 405 | Item no 16 Supplying and erecting "B" class G.I. Bend in position with necessary material.PW1-5 50 mm dia G.I. Bend |
| 406 | PW 2-5 G.I. Tee 50 mm dia. |
| 407 | 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 thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. |
| 408 | Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wireVoltmeter 144 x 144 Sq. mm. |
| 409 | Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm. |
| 410 | 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 M.S. box with pannel type fuses and connected with PVC wire. |
| 411 | 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/ |
| 412 | ii)out going ICTP-16 Amp. |
| 413 | iii)For lighting ICDP-16 Amp. |
| 414 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 415 | Item No. 23 Operation of Pumping Machinary through mobile network system |
| 416 | SUB WORK 3 RISING MAIN 90 MM Dia PVC. 6 kg/Sqcm. Length=2620 M Item 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. |
| 417 | 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. |
| 418 | 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. |
| 419 | Item No. 5 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). 90 mm 6 kg/Sqcm PVC |
| 420 | Item No. 6 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 per IS code, etc. complete (with cement solvent joint / ring fit joint). 90 mm 6 kg/Sqcm PVC |
| 421 | Item No. 7 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. Reflux valve. PN-1.6 with out byepass arrangement |
| 422 | Item No. 8 Providing 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. complete. 50 mm dia. Air Valve |
| 423 | Item No. 9 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm dia. Air Valve |
| 424 | Item No. 10 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., 80 mm dia. Sluice valveP.No. -1.6 |
| 425 | 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.) ii) 80 mm dia. Score valve. |
| 426 | 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. |
| 427 | 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.) Upto 150 mm Dia |
| 428 | 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. |
| 429 | 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. |
| 430 | Item No. 16 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. 90 mm 6 kg/Sqcm PVC |
| 431 | .Item No. 17Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pip 80mm Medium |
| 432 | 100mm Medium |
| 433 | Item No. 18Lowering, 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. 80mm Medium |
| 434 | 100mm Medium |
| 435 | SUB WORK 4 :-Construction of R.C.C.E.S.R."s capacity 10000 Litr 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. Capacity10000 litres, St. Ht.12 m. |
| 436 | .Item No. 2Providing and supplying ISI standard CIdouble 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 mm dia inlet pipe |
| 437 | 100 mm dia outlet pipe |
| 438 | 80 mm dia overflow pipe |
| 439 | 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, stacking80 mm dia PN 1 |
| 440 | 100 mm dia PN 1 |
| 441 | 80 mm dia PN 1 |
| 442 | 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 |
| 443 | Item No. 5 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 |
| 444 | Item No. 6 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 445 | Item No. 7 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 |
| 446 | SUB WORK 5 :- DISTRIBUTION SYSTEM of 75MM to 90 MM ,Total Length is 1760m. 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 Mfor75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm for140 mm dia PVC4 kg per sqcm |
| 447 | 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 Mfor75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm for110 mm dia PVC4 kg per sqcm for140 mm dia PVC4 kg per sqcm |
| 448 | 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 Mfor75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm for110 mm dia PVC4 kg per sqcm for140 mm dia PVC4 kg per sqcm |
| 449 | 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.for75 mm dia PVC4 kg per sqcm for90 mm dia PVC4 kg per sqcm for110 mm dia PVC4 kg per sqcm for140 mm dia PVC4 kg per sqcm |
| 450 | 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 |
| 451 | for90 mm dia PVC4 kg per sqcm |
| 452 | 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 |
| 453 | for90 mm dia PVC4 kg per sqcm |
| 454 | Item No. 8 : Providing PVC specials @10% cost of pipe |
| 455 | 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. 65 mm dia |
| 456 | 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.) |
| 457 | 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 |
| 458 | Item No. 12 : 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. |
| 459 | Item No. 13 : 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. |
| 460 | Item No. 14 : 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 |
| 461 | for90 mm dia PVC4 kg per sqcm |
| 462 | Item No.15: Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 463 | Item No 16 : 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. |
| 464 | .Item No. 17Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pip 80mm Medium |
| 465 | 100mm Medium |
| 466 | Item No. 18 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. 80mm Medium |
| 467 | 100mm Medium |
| 468 | SUB WORK 6 :-Cattle Trough (Two Nos. of Quantity) ITEM NO :1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)Excavation for cattle trough |
| 469 | Excavation for connecting pipe |
| 470 | 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) |
| 471 | 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) |
| 472 | 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) |
| 473 | 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) |
| 474 | 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 |
| 475 | Long Wall |
| 476 | Cross Wall |
| 477 | Guard Ward to cattle trough platform |
| 478 | Cross Guard Wall |
| 479 | Back Guard Wall |
| 480 | 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 |
| 481 | 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 |
| 482 | 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 |
| 483 | SUB WORK 7FHTC Item 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 providedA) (With Road Crossing) For 15 mm Service connection |
| 484 | B) (Without Road Crossing) For 15 mm Service connection |
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