|
| 1 | Subwork No. 01 Switch House |
| 2 | Item No. 1 :- Excavation for foundation/ pipe trenches in earth, soils of all types, sand, gravel and softmurum,including removing the excavated material upto a distance of 50 meters and liftas below,stacking and spreading as directed normal dewatering,perparing the bed for foundation and excluding backfilling,etc.complete |
| 3 | Item No. 2 :- Excavation for foundation/ pipe trenches hard murum, and boulders WBM roads ,including removing the excavated material upto a distance of 50 meters and liftas below,stacking and spreading as directed normal dewatering, perparing the bed for foundation and excluding back filling, etc.complete. |
| 4 | Item No.3:- Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete |
| 5 | ItemNo.4: -Providing Uncoursed rubble masonry of trap/granite/qurtzite/gneiss stone in cement mortar 1:6 in foundation and plinth of inner walls/in plinth of external walls including balling out water manually sriking joints on un exposed faces and watering etc. complete. |
| 6 | ItemNo.5: -Providing and laying in situ cement concrete following grades of C C of trap/ granite/quartzite/ gneiss metal for foundation and beddingincluding bailing out water manually, form work,compacting and curing, finishing, etc complete PCC 1:2:4 |
| 7 | 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 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 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 Torreinforcement). For RCC M- 200 grade |
| 8 | a) R C C for Column 200 |
| 9 | b) R C CM-200 grade for Slab |
| 10 | c) R C CM-200 grade for Chajjas and Pardies |
| 11 | d) R C CM-200 grade for Beams & lintels |
| 12 | Item No.7:-Providing 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, hooking the bars, binding withwires or tack welding and cost of binding wire) |
| 13 | Item No.8: -Providing second class Burnt Brick masonry with conventional/I.S type bricks in cement motar 1:6 in superstructure, including striking joints, racking out joints, watering and scaffolding complte |
| 14 | Item No.9:-Providing and fixing rolling shutter fabricating from steel laths of minimum tk o.9mm with lock plate of 3.15 mm tk reinforcement with 35x 35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S channel section of depth and tk not less than 65mm and 3.15 mm respectively with hold fast arrangement M.S bracket plate 300x300x3.15mm minimum size and shape with squre bar suspension shaft of minimum 32mm diameter , hood cover of M.S sheet not less than 0.9mm thickness and of any size at top andsafety devices excluding mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc complete.(I.S 6248-1979) Spec No BdT-55 page 510 |
| 15 | Item No.10:- Providing and fixing in position anodised aluminium openable window outer frame size 63mmx38.1mm x1.2mm (or as reqiured size with proportionate change in weight)of average weight [email protected]/m and shutter of 61.85 x 31.75x1.2mm( or as reqiured) of average weight [email protected]/m( or as reqiured) with plain sheet glass 5.5mm thick with neoprene/rubber gasket with hinges,locking arrangement wooden encasement wherever necessary etc. complete as directed by Engineer-in -charge |
| 16 | Item No 11:- Providing and fixing Steel Grill work for windows ventilators etc 20 kg/Sqm of various size as per detailed drawings without hot dip coating iron fixtures and fastenings and 3 coats of oil painting etc.com. |
| 17 | Item No.12 :-Providing cement plaster 20mm thick in two coats in cement motor 1:4 without neeru finishing to concrete,brick,stone structures in allpositions including scaffolding curing etc. complete |
| 18 | A)20mm Tk Inside with neeru finishing |
| 19 | b)External rough cast plaster 2 coat |
| 20 | Item No.13:-Providing and applying threecoats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including cleaning , preparing the plaster surface, applying primer coat, scaffloting if necessary, and watering the surface for two days complete. |
| 21 | Item No.14: -Providing and applying washable oil bound distemper of approved colour and shade to old/ new surface in three coats including scaffolding, preparing the surfaces (excluding thepriming coat) complete.With three coats |
| 22 | Item No 15: -Providing and laying shahabad stoneflooring/skirting of 25mm to 30mm thick in required width in plain/diamond pattern on a bed of 1:6 cement mortar including cement float ,striking joints filling joints with neat cement slurry, curing, pointing in cement mortar,1:3 curing and cleaningcomplete |
| 23 | Subwork No. 02 Pumping Machinary |
| 24 | Item No. 1 :-Submersible Pumpset - 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. |
| 25 | 15.00 HP HEAD 51.00 m |
| 26 | Item No. 2 :-Providing and double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure steel spindle caps including all taxes, transportationetc. Complete |
| 27 | 125mm dia PN 1.06 Sluice valve |
| 28 | Item No. 3 :-Reflux valves - Providing and supplying ISI markCI D/F reflux valves (Non-return valves)of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. Complete. 125mm dia PN 1.6 Reflux valves |
| 29 | Item No. 4 :- Providing & supplying in standard lengths HDPE Pipes conforming toIS 4984 / 14151 / 12786 / 13488with necessary jointing material like mechanical connectors ie thread/ insert joint quick release coupler joint compression fitting joint or flanged joint including satatutary duites and taxes,transportations, freight charges ,inspection charges, loading unloading, conveyance to the departmental store including cost of jointing materials i.e. solvent cement etc complete. HDPE Pipe 75mm 6kg |
| 30 | Item No. 5 :- GI Bend B class 65 mm - Providing ISI mark GI Bend of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 31 | Item No. 6 :- MSPipes and Specials - Designing Providing, Fabricating M. S. Specialcable Tray supports, Drain pipes for D.G. Set, Pipework& items related to all other similer work incuiding cutting bending & Painting , as per detailed specification. |
| 32 | Item No. 7 :- L.T. Control Panel :- BoardDesigning, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial ofVarious Panel Boards as per detailed specifications. |
| 33 | Rate as per Rate analysis |
| 34 | Item No. 8 :-Cables |
| 35 | Item No. 8A :-.Al armoured cable, From MSEB supply to Main Panel board |
| 36 | 3 Core 4.00 Sq. MM Cable |
| 37 | Item No. 8B:- Submersible cable |
| 38 | 4 Core 16 Sq.mm 10HP |
| 39 | Subwork No. 03 Rising Main |
| 40 | Item No. 1:- Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. 140 mm Dia. 8 Kg/sqm PVC Pipe |
| 41 | Item No 2 :- Providing And Supplying of Electro fusion fittings in accordance with Bs EN 12201 : part -3 suitable for drinking water with in black/blue colour manufactured from compounded PE 80/PE100 virgin ….. etc Complete. |
| 42 | a) Couplers 110 mm |
| 43 | b) Equal Tee 110 mm |
| 44 | c) Ferrule tapping tee 110 x 1\" |
| 45 | d) Reducer 110 x 90 |
| 46 | Item No 3 :- Providing 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 Statutary duties and taxes such as GST levied by Gol and GOM in all respect, inspection charges, transport to departmental stores/ site unloding and stacking etc. complete.RCC PipeNP II class -300 mm Dia |
| 47 | Item No 4 :- Providing double flange sluice/ Reflux/Air valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete.M |
| 48 | I) Sluice valve PN1 125 mm Dia |
| 49 | II) Ruflex valve PN1 125 mm Dia |
| 50 | III) Air Valve PN1 25mm Dia |
| 51 | Item No. 5 :- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. |
| 52 | Item No. 6:-Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint. LNPE 110 |
| 53 | Item No. 7 :- 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 valvetee, 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 equired 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.) a) Foundation |
| 54 | Item No. 8 Elbow |
| 55 | Elbow 90 Deg. 110mm |
| 56 | Elbow 45 Deg. 110 |
| 57 | Part - 2Labour |
| 58 | Item No. 9:- Excavation for foundation/pipe trenchesin earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) |
| 59 | Item No.10 :- Excavation for foundation/pipe trenches inhardmurum, including removing the excavated material upto a distance of 50 m. and lifts as bellow,stacking and spreading as directed by ERngineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) |
| 60 | Item No. 11:- Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery 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 In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) |
| 61 | Item No.12:- Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling were necessary and removing the excavated material up to a distance of 50 metres 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 (Lift upto 1.5 m.) Bd.A.- 6/259 |
| 62 | Item No.13:- Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction….etc complete. |
| 63 | Item No.14:- Lowering,laying and jointing H.D.P.E./M.D.P.E./GI Pipes in porper position including aii specials by compresion fitting/electro fusion and butt fusion jointing procedure including hydrolic testing as per relevant IS code complet with all materials for jointing procedures like Electrofusion machine,electric mirror/heater,butt fusion welding machine with hydrolic jack,top loading clamp,ect.pump and accessories for hydrolic testing and all labour as directed by Engineer-in-charge as per IS-7634 part ii 100 P.E. |
| 64 | 140 mm Dia. 8 Kg/sqm PVC Pipe |
| 65 | RCC PipeNP II class -300 mm Dia |
| 66 | Item No. 15:- 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 blots and giving satisfactory Hyd. testing etc. complete. |
| 67 | I) Sluice valve PN1 125 mm Dia |
| 68 | II) Ruflex valve PN1 125 mm Dia |
| 69 | III) Air Valve PN1 25mm Dia |
| 70 | Item No. 16:- Hydraulic testing of H.D.P.E/M.D.P.Epipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing wnd cap making arragement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge 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 reinstalling to original position. 140 mm Dia. 8 Kg/sqm PVC Pipe |
| 71 | Item No. 17:- 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) |
| 72 | Item No. 18:- Refilling the trenches with available excavated stuff with soft material first over pipilineand then hard material in15 cm layers with all leads and lifts including consolidation surcharging etc compete |
| 73 | Subwork No. 04 Distribution Systeme |
| 74 | Item No. 1:- Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 75 | 110 mm dia 4 kg/cm2 PVC PIpe |
| 76 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 77 | 75 mm dia 4 kg/cm2 PVC Pipe |
| 78 | 63 mm dia 4 kg/cm2 PVC Pipe |
| 79 | Item No. 2:- Providing and supplying ISI mark GIpipes having embossed ISI Mark of following class and diameter including all taxes (Central and local), insurance, railwayfreight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, inspection charges etc. complete |
| 80 | 100 mm dia MediumClass G I pipe |
| 81 | 80 mm dia MediumClass G I pipe |
| 82 | 65 mm dia MediumClass G I pipe |
| 83 | 50 mm dia MediumClass G I pipe |
| 84 | Item No. 3:- Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 85 | 100 mm dia PN 1. Sluce valve |
| 86 | 80 mm dia PN 1. Sluce valve |
| 87 | 65 mm dia PN 1.Sluce valve |
| 88 | 50 mm dia PN 1. Sluce valve |
| 89 | Labour |
| 90 | Item No. 1:- Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 91 | Soil |
| 92 | Hard Murum |
| 93 | Item No. 2:- Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 94 | Soft Rock |
| 95 | Hard Rock |
| 96 | Item No. 3:- Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 97 | Item No. 4:- Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 98 | 110 mm dia 4 kg/cm2 PVC PIpe |
| 99 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 100 | 75 mm dia 4 kg/cm2 PVC Pipe |
| 101 | 63 mm dia 4 kg/cm2 PVC Pipe |
| 102 | Item No. 5:- Hydraulic testing of PVC pipe to specified pressure including cost of all materials and labour and water for testing for specified length including cutting placing and 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 (3B/116) |
| 103 | 110 mm dia 4 kg/cm2 PVC PIpe |
| 104 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 105 | 75 mm dia 4 kg/cm2 PVC Pipe |
| 106 | 63 mm dia 4 kg/cm2 PVC Pipe |
| 107 | Item No. 6:- Lowering, laying and jointing G I. pipes and specials of following class anc diameter including conveyance from stores tc site of works, all labour, giving satisfactory hydraulic test, etc. complete eithe underground or in vertical position,as directed by Engineer-in-charge. |
| 108 | 100 mm dia MediumClass G I pipe |
| 109 | 80 mm dia MediumClass G I pipe |
| 110 | 65 mm dia MediumClass G I pipe |
| 111 | 50 mm dia MediumClass G I pipe |
| 112 | Item No. 7:- Hydraulic testing ofG.I.pipelineto specified pressure including cost of all materials and labour and water for testing for the length up to 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 rate under this item shall also include cost of retesting. (2/123) |
| 113 | 100 mm dia MediumClass G I pipe |
| 114 | 80 mm dia MediumClass G I pipe |
| 115 | 65 mm dia MediumClass G I pipe |
| 116 | 50 mm dia MediumClass G I pipe |
| 117 | Item No. 8:- Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete |
| 118 | 100 mm dia PN 1. Sluce valve |
| 119 | 80 mm dia PN 1. Sluce valve |
| 120 | 65 mm dia PN 1.Sluce valve |
| 121 | 50 mm dia PN 1. Sluce valve |
| 122 | Item No. 9:- Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge. As above of 0.90 x 0.60 m internal size depth upto 0.9 m with precast RCC slab cover |
| 123 | Item No. 10:- Providing and fixing CI 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. 300 mm x 225 mm (20 kg) |
| 124 | Item No. 11:- Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete |
| 125 | Item No. 12:- Refilling the trenches with available exvavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 126 | Subwork No. 05 RCC ESR Cap 1,21,000 Lit, 12m Ht |
| 127 | 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 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab |
| 128 | and epoxy paint to internal surface & anti-termite treatment forunderground 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. Cap 1,21,000 Lits.12 M staging heigth |
| 129 | Item No.2:- Providing and supplying ISI mark GIpipes having embossed ISI Mark of following class and diameter including all taxes (Central and local), insurance, railwayfreight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, inspection charges etc. complete |
| 130 | 150 mm dia G I Pipe |
| 131 | B) Specials |
| 132 | GI TEE (150 mm) |
| 133 | Item No.3:- Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 134 | C) CI / DF Sluice Valve, 150 mm dia PN 1 |
| 135 | Subwork No. 06 Miscellaneous Work |
| 136 | Item No 1 :-Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
| 137 | Item No. 2 :-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 3 months 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 charges (355/1) |
