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| 1 | Sub Work No. 1 :- Pumping Machinary |
| 2 | Item No. 1 - Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding.Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign.Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. |
| 3 | (A) 7.50 HP Submerssible Pumpset |
| 4 | Item No. 2- Providing & Supplying & layingISI mark GI Pipe of 65 mm dia GI med.class and dia including all local and central taxes, octroi, inspection charges transportation to stores all labour worketc. complete |
| 5 | Item No. 3- Providing ISI mark GI Bend of 65 mmclass and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 6 | Item No. 4- Providing & fixing MS flanged specials including all matrial & labour charges etc. comp. |
| 7 | Item No. 5:- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial ofVarious Panel Boards as per detailed specifications. |
| 8 | 1) MS sheet fabricated box for panel board |
| 9 | 2) Self Locking arrangement |
| 10 | 3) Marine water proof plywood |
| 11 | 4) ELCB 63Amp 4 Pole |
| 12 | 5) Volt Meter |
| 13 | 6) Ammeter |
| 14 | 7) Capacitor polypropylene condenser |
| 15 | 8) Pilot Lamp Set |
| 16 | 9) DOL starter |
| 17 | 10) Metal clad TPN switch 63 Amp |
| 18 | 11) Iton meatclad change over switch 63Amp |
| 19 | 12) EarthingGI Plate 0.6 x 0.6 x 0.6, charcoal |
| 20 | Item No. 6 :-Cables - Providing & Fixing Submersible cable 3 core 6 Sq. mm |
| 21 | Item No.7:- Providing structural steel work in single stanctions composed of RSJ channel, etc., with caps, bases, mild steel plates, angles, brackets, cleats, gusset, plates, anchor bolts, etc. as per detailed design, drawings, or as directed by Engineer-in-charge including cutting, fabricatings, hoisting, erecting, fixing in possition, making riveted. bolted/welded connections etc, complete. |
| 22 | SUB WORK NO.2- Rising main |
| 23 | ITEM NO.1-Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcludingcoupler/specials, including transportation andfreight charges, inspection charges, loading /unloading charges, conveyance to thedepartmental stores & stacking the same in closed shade duly protecting from sunrays &rains, excluding GST levied by GI & GOM in allrespect etc. complete. |
| 24 | A} 90 mm dia.HDPEpipe 10 kg/cm2 |
| 25 | ITEM NO.2- Providing & SupplyingISI mark G.I. pipes offollowing dia.including all taxes central & local, transportationetc. comp. |
| 26 | A} 80 mm dia. G.I. pipe med. Class |
| 27 | ITEM NO.3 - Providing & supplyingValves of following dia. Including all taxes central & local transportation to site loading unloading etc. comp. |
| 28 | [A] 80 mm dia.NRV Valve |
| 29 | [B] 80 mm dia SluiceValve |
| 30 | [C] 20 mm dia Air Valve |
| 31 | ITEM NO.4- Excavation for foundation in following strata including removeing the excavated material upto a distance of 50 m. & lift as below including stacking & spreading etc. comp. |
| 32 | (A) SOIL |
| 33 | (B) HARD MURUM |
| 34 | (C) Soft Rock |
| 35 | (D) Hard Rock chiseling |
| 36 | ITEM NO.5 - Filling in plinth & floors murum bedding in trenches with approved murum from excavated material from foundation in 15 to 20 cm. layers including watering & compaction etc. comp. |
| 37 | ITEM NO.6-Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 38 | A} 90 mm dia.HDPEpipe 10 kg/cm2 |
| 39 | ITEM NO.7- Lowering , laying & jointing G.I. pipes of following dia. Including conveyance from store to site of work,all labour, giving satisfactory hydraulic testing comp. |
| 40 | A} 100 mm dia. G.I. pipe med. Class |
| 41 | ITEM NO.8- Lowering , laying & jointing in position following dia valves including cost of all labour jointing material including nut bolts and giving satisfactory testing etc comp. |
| 42 | [A] 80 mm dia.NRV Valve |
| 43 | [B] 80 mm dia SluiceValve |
| 44 | [C] 20 mm dia Air Valve |
| 45 | ITEM NO.9- Refilling the excavated trenches with available excavated stuff with soft material first over pipe line & then hard material in 15 cm. layer with all lead & lift consolidaton surcharging etc. comp. |
| 46 | ITEM NO.10- Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 47 | (A) Couplers 90 mm |
| 48 | (B) Elbow 45 Deg. 90 mm |
| 49 | (C) Elbow 90 Deg. 90 mm |
| 50 | (D) Spigot LNPE 90 mm |
| 51 | ITEM NO.11 - Providing & laying in situ C.C.M-15 of trap metal for foundation & bedding including formwork & compaction etc.comp. |
| 52 | Iten No 12- Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line |
| 53 | 80 mm dia |
| 54 | ITEM NO.12- Hydraulic testing of HDPE Pipe line to specified pressure including cost of all material and labour and water for testing for specified length including cutting placing end caps making arrangement for filling safe water using reciprocating type pumps which should be abel to provide specified test pressure gauges and other necessary equipment labour operartion charges etc. required for testing the rate under this item shall also include cost of retesting if necessary and reinstarting to orignal position. |
| 55 | A} 90 mm dia.HDPEpipe 10 kg/cm2 |
| 56 | ITEM NO.13- Hydraulic testing of GI Pipe line to specified pressure including cost of all material and labour and water for testing for forlength upto 1 km using reciprocating type pumps which should be abel to provide specified test pressure gauges and other necessary equipment labour operartion charges etc. required for testing the rate under this item shall also include cost of retesting . |
| 57 | A} 80 mm dia. G.I. pipe med. Class |
| 58 | SUB WORK NO.3- Distribution System |
| 59 | ITEM NO.1-Providing and supplying in standard lengthsISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete |
| 60 | 63 mm dia. PVC4 kg/cm2 Pipe |
| 61 | ITEM NO.2 - Providing & supplying Sluice Valve of following dia. Including all taxes central & local transportation to site loading unloading etc. comp. |
| 62 | [A]65 mm dia.Sluice Valve |
| 63 | ITEM NO.3- Providing & SupplyingISI mark G.I. pipes offollowing dia.including all taxes central & local, transportationetc. comp. |
| 64 | C} 65 mm dia. G.I. pipe med. Class |
| 65 | ITEM NO.4 - Excavation for foundation in following strata including removeing the excavated material upto a distance of 50 m. & lift as below including stacking & spreading etc. comp. |
| 66 | (A) SOIL |
| 67 | (B) HARD MURUM |
| 68 | (C) Soft Rock |
| 69 | (D) Hard Rock |
| 70 | ITEM NO.5 - Filling in plinth & floors murum bedding in trenches with approved murum from excavated material from foundation in 15 to 20 cm. layers including watering & compaction etc. comp. |
| 71 | ITEM NO 6 -Lowering, laying and jointing with P.V.C.pipes and specials of following class and diameter including cost of conveyance fromstores to site of works including cost of alllabour, material, except cement solvent, rubberring, as per IS code, etc. complete |
| 72 | 63 mm dia. PVC4 kg/cm2 Pipe |
| 73 | ITEM NO.7- Lowering , laying & jointing in position following dia valves including cost of all labour jointing material including nut bolts and giving satisfactory testing etc comp. |
| 74 | [A]65 mm dia.Sluice Valve |
| 75 | ITEM NO.8 - Lowering , laying & jointing G.I. pipes of following dia. Including conveyance from store to site of work,all labour, giving satisfactory hydraulic testing comp. |
| 76 | A} 65 mm dia. G.I. pipe med. Class |
| 77 | ITEM NO.9- Providing & fixing C.I. road box including loading unloading & carting to site of work including all necessary excavation in all types of strata & fixing in murum packing comp. |
| 78 | a} 100 mm X 225 mm (20kg) |
| 79 | ITEM NO.10- Refilling the excavated trenches with available excavated stuff with soft material first over pipe line & then hard material in 15 cm. layer with all lead & lift consolidaton surcharging etc. comp. |
| 80 | ITEM NO.11- Hydraulic testing of PVC Pipe line to specified pressure including cost of all material and labour and water for testing for specified length including cutting placing end caps making arrangement for filling safe water using reciprocating type pumps which should be abel to provide specified test pressure gauges and other necessary equipment labour operartion charges etc. required for testing the rate under this item shall also include cost of retesting if necessary and reinstarting to orignal position. |
| 81 | 63 mm dia. PVC4 kg/cm2 Pipe |
| 82 | ITEM NO.12- Hydraulic testing of GI Pipe line to specified pressure including cost of all material and labour and water for testing for forlength upto 1 km using reciprocating type pumps which should be abel to provide specified test pressure gauges and other necessary equipment labour operartion charges etc. required for testing the rate under this item shall also include cost of retesting . |
| 83 | A} 65 mm dia. G.I. pipe med. Class |
| 84 | ITEM NO.13 - Providing & laying in situ C.C.M-15 of trap metal for foundation & bedding including formwork & compaction etc.comp. |
| 85 | Iten No 14- Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line |
| 86 | 80 mm dia |
| 87 | SUB WORK NO.4 - MISCELLAEOUS WORK |
| 88 | ITEM NO. 1- Providing and fixing Road junction / Information sign board of size 1.20 m x 0.90 m.prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 5 mm with crossbracing of size 35 x 35 x 5 mm including painting with one coat of zinc cromate stovingprimer and two coats each of green/white back ground and back side gray stoveenamelled, bonded with red retro reflective sheet Engineering grade, border / letters /numeral /arrows, coated with non pealable crystal clear protective transperent coatretaining 100% reflection includingtwo angle iron post of size 65 x 65x 6 mm of 3.65 m.long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet andangle iron post in one piece without joints including all taxes, conveying, fixing in groundwith M-20 cement concrete of 60 cm x 60 cm x 75 cm size as directed by Engineer-in charge etc. complete. Mild Steel sheet with Engineering grade. |
| 89 | ITEM NO.2- Commisioning running & maintaining the scheme to quantites rated capacity including manning necessary persoonel such as requirment of scheme & who should also administer chemical dose for one month together with trainning of persoonel spared by local body & handing over the scheme to local body after completion of above period as directed by Engineer incharge.( For one month) |
