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| Sl. No. | Item Description |
| 1 | Weir & Wing WallsItemNo. 1: Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparingthe bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately. Lift 0 to 1.5 M |
| 2 | Item No.2: Excavation for foundation / pipe trenches in hard rock by controlled 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 |
| 3 | Item No. 3: Providing dry trap/ granite/ quartzite/ gneiss,rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. |
| 4 | Item No. 4: Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering and compaction, etc. complete. |
| 5 | Item No. 5: 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) In PCC M-150 |
| 6 | Item No. 6:Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.M-250 |
| 7 | 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;includingcutting,bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). Tor Steel |
| 8 | Item No. 8: Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge |
| 9 | Nalla Section Development WorkItem No.9: Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixingshuttering shall be paid separately. Lift 0 to 1.5 M |
| 10 | Item No.10: Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing our water, form work, compaction, curing, etc. . complete.PCC M-150 |
| 11 | Item No.11: 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 mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)For Bed M-200 |
| 12 | For Side Walls M-200 |
| 13 | Item No.12: 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, drawingsandschedules;includingcutting,bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).Tor Steel |
| 14 | Item No .13: 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. |
| 15 | Gravity Main Weir to Pumping StationItem No. 1: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 taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988) Note :- One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.Class P-III (coller joint)300 mm Dia. R.C.C Pipe |
| 16 | Item No. 2: 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.Lift of 0.0 m to 1.5 m |
| 17 | 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0.0 m to 1.5 m |
| 18 | Item No. 4: Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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.Lift of 0.0 m to 1.5 m |
| 19 | Item No. 5: Open timbering in trenches of depth more than 1.5 M for shoring and strutting including use of and waste of all necessary timber works including walling struts open polling boards horizontal, sheeting runners etc. as may be necessary and fixing and removal complete (Measurement to be taken of the face area timbers) Note :- for the trenches with more than 1.5m depth shoring if required from GC is bo be done and is payable from GL.Lift of 0.0 m to 1.5 m |
| 20 | Item No. 6 : Dewatering the excavated trenches and pools of water in the building trenches, pipeline trenches, well works, by using pumps and other devices including disposing of water to safe distance as directed by engineer-in-charge (including cost of machinery, labour and fuel) etc. complete Note :- Total dewatering charges are to be proposed in the tender as lump sum amount.and 75% is payable for excavation & pipe laying and 25% is payable after Hydraulic Testing of Pipeline. |
| 21 | Item No. 7: Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 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 works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS 783/1985).300 mm Dia. R.C.C Pipe |
| 22 | ItemNo.8: 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. |
| 23 | ItemNo. 9:Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 24 | Item No.10: Providing sluice valve confirming for including worngear 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.300 mm Dia.Sluice Valve (PN-1) |
| 25 | Item No. 11:Hydraulic testing of R.C.C pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end capmaking 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,necessary and reinstating to original position using water supplied by the contractor.300 mm Dia. R.C.C Pipe |
| 26 | Sewerage Pumping StationItem No.1: Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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, etc. complete excluding refilling.For Head Works on nalla or any other site Wet well Lift 0.00 M to 1.50 M |
| 27 | Lift 1.50 M to 3.00 M |
| 28 | Screen ChannelLift 0.00 M to 1.50 M |
| 29 | Lift 1.50 M to 3.00 M |
| 30 | Item No.2:- Excavation in general in hard material comprising of soft rock, hard rock, Manjra rock, etc, by blasting / controlled blasting, chiselling as required 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 Head Works on nalla or any other siteWet well Lift 3.0 m to 4.5 m |
| 31 | Lift 4.5 m to 6 m |
| 32 | Lift 6.0 m to 7.5 m |
| 33 | Screen ChannelLift 3.00 M to 4.50 M |
| 34 | Item No.3 : 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). 1:2:4 (M-150) grade |
| 35 | Item No.4 : Providing and casting in situ Cement Concrete of trap/ granite / quartzite /gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge 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 Tor reinforcement) a) For RCC M-300 grade for Water Retaining structure Raft |
| 36 | Wall |
| 37 | Slab |
| 38 | Beam |
| 39 | Columns |
| 40 | Item No. 5:- Providing and fixing in position steel bar reinforcement of various diameters for RCC pilescaps, footings, foundations, slabs, beam, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawingsandschedules;includingcutting,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)a) Tor Steel |
| 41 | Item No. 6: 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. |
| 42 | Item No.7: Refiling the trenches with available excaveted stuff with soft material first over pipeline and then hard material in 15 cm layers with all lead and lifts including consolidation, surcharging ect. Complete. |
| 43 | Item No.8: Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints,raking out joints,watering and scaffolding etc. Complete |
| 44 | Item No.9: Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. complete |
| 45 | Item No. 10: Providing internal cement plaster 12 mm thick in a single coat using Ready to use wall plaster to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete. b) cement ratio 1:4 With Prior Approval of Concerned S.E |
| 46 | Item No.11:- Water proofing treatment to new terrace by using chlorinated paraffinated talcum polyurethane (CPTP)elastomeric membrane as approved by Engineer in charge, followed by average 112mm thick brick bat coba covered with 40mm IPS. |
| 47 | Item No.12: Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings,finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 48 | Item No.13: Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including 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. 62481979) (With mechanical gear). |
| 49 | Item No. 14: Providing and fixing P.V.C.Rain water pipes of 160 mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rain water receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall us in gap proved wooden cleats projecting 25 mm to 40 mm from face of wall a fixing with clips of approved quality and One Number, filing the joint us in grubber gasket with solvent cement and properly resting thes hoeof pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes.All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. |
| 50 | Item No.15 :Providing structural 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 Engineerincharge including cutting, fabrication,hoisting, erecting, fixing in position, making riveted / bolted / welded connections andone coat of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 51 | Item No.16: providing stainless steel forced screen of appropriate grade inclusing of fabrication, transportation and installation with all accessories and fixtures etc completed .a. Manual coarse Screen |
| 52 | b.Mechanical coarse Screen inclusive of Conveyor Belt |
| 53 | Item No.17 : Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.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 and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 54 | Item No.18 : - Providing and fixing M.S. chequered plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.6 mm thick. |
| 55 | Item No.19 : - Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti-corrosive paint, etccomplete as directed by Engineer-in-charge. |
| 56 | Item No.20 : - Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 57 | Item No.21 : - Providing and applying two coats of bitumen to roof on new dungaree cloth one coat on each side etc. complete as directed. |
| 58 | Providing, Erecting and comissioning with test and trial of Non-Clog Submersible pumpset and allied electrical and mechanical equipment for Sewage Pumping Station.Item No. 1:Providing Erecting and Commissioning Submersible non clog pump to handle unscreened crude sewage specific gravity 1.05 and solid and organic waste upto 80 mm size. The pump should be capable of delivering a discharge (stated below) against head (stated below) at1450 RPM speed and suitable for single as well as parallel operation with similar pumps. Generally the pump shall confirm to IS 9137 IS 5600 with Squirrel Cage. Induction elecric motor A.C. 3 phase, 415 V. 50Hz Voltage/frequency variation +/-6% and 3% respectively and 1500 RPM speed motor rating to have a margin of 30% over the maximum power absorbed by any of the pumps during the entire working range of pump Electric motor shall generally conform to IS:325 a) For 1 DWF pumps-Discharge-[29.34 LPS], Head-10mts. [7.5HP] |
| 59 | b) For 2 DWF pumps-Discharge-[58.68 LPS], Head-10mtrs. [7.5HP] |
| 60 | c) For Peak Flow pumps-Discharge- [66.02 LPS], Head-10 mtrs. [10 HP] |
| 61 | Item No. 2: Providing Erecting and Commissioning D.I Pipes and specials to be provided on delivery side of pump to facilitate maintenance. a) DI D/F Specials |
| 62 | b) M.S Specials |
| 63 | c) Providing fabricating erecting M.S Flanges sleepon type up to 300 NB of required size and thickness with machined |
| 64 | d) Providing fabricating erecting M.S Flanges sleepon type up to 3000 NB of required size and thickness with machined |
| 65 | Item No. 3: Providing, Erecting and Commissioning Reflux valves 10 Kg/cm2 working pressure C.I/Double Flanged swing check reflux valve confirming to IS 5312 part a) For 1 DWF Pumps - 150mm, PN-1.0 Rating |
| 66 | b) For 2 DWF Pumps - 200mm, PN-1.0 Rating |
| 67 | c) For Peak Flow Pumps - 250mm, PN-1.0 Rating |
| 68 | d) Common delivery header valve - 300mm, PN-1.0 Rating |
| 69 | Item No. 4:Providing, Erecting and commissioning Sluice valves Hand Operated C.I Double flanged PN-1 rating confirming to IS:780 a) For 1 DWF Pumps - 150mm, PN-1.0 Rating |
| 70 | b) For 2 DWF Pumps - 200mm, PN-1.0 Rating |
| 71 | c) For Peak Flow Pumps - 250mm, PN-1.0 Rating |
| 72 | d) Common delivery header valve - 300mm, PN-1.0 Rating |
| 73 | Item No. 5:Providing, erecting and commissioning electric actuators totally enclosed weather proof and dust proof construction with IP-67 protection class suitable for installation in any positiona) For 150mm, Sluice Valve, PN 1.0 Rating |
| 74 | b) For 200mm, Sluice Valve, PN 1.0 Rating |
| 75 | c) For 250mm, Sluice Valve, PN 1.0 Rating |
| 76 | d) For 300mm, Sluice Valve, PN 1.0 Rating |
| 77 | ItemNo.6: Providing and supplying 100 mm Dia Air Valves as per IS- 14845-2000 and MJP’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled |
| 78 | Item No. 7:Providing, Erecting and commissioning 415 volts, 3 phase 4 wire 50 Hz LT Switch gear panel floor mounting, cubical type, vermin and vibration proof factory made extensible type with 14 SWG sheet metal and suitable MS angle frame metal and suitable MS angle frame horizontal 100 A bus bars at 415 V. Conforming to relevant BIS.The panel shall be with suitable size copper wiring for panel and for control writing as per detailed |
| 79 | Item No. 8: Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motorworking on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected tosupply, etc complete. Starter with original sheet steel encloser. [F.A.S.D. Starter] a) > 7.5 HP & Up to 12.5 HP |
| 80 | b) > 12.5 HP & Up to 20 HP |
| 81 | ItemNo.9: Supplying and erecting 30 kvar, 440 volts 3 phase 50 cycles, APFC PANEL constisting of APP type capacitor units conforming to IS-13585 [PART-1] 1994 with homonic filter reactor. For 30 KVAR |
| 82 | ItemNo.10:Cables - Aluminium and copper conductor, PVC insulated & amoured cable 1100 V grade with ISI mark. And flat submersible 3 core cable 3.5 C x 35 sq.mm x 1 Run Armoured XLPE from Trans to L.T Panel |
| 83 | 3C x 16 sq.mm x 1 Run Armoured XLPE from L.T Panel to 25 HP |
| 84 | 3C x 10 sq.mm x 1 Run Armoured XLPE from L.T Panel to 20 HP |
| 85 | 3C x 4 sq.mm x 1 Run Armoured XLPE from L.T Panel to 10 HP & Electrical Actuators |
| 86 | 3C x 6 sq.mm x 1 Run Armoured XLPE from L.T Panel to APFC |
| 87 | 12C x 1.5 sq.mm x 1 Run Armoured XLPE from L.T Control Cable from LT Panel to Actuator |
| 88 | Item No. 11:Providing Earthing of all electrical cubicals,transformer, instruments accessories as well as current carrying metallic parts, complete with all materials i.e. copper/G.I. Earth plate strips/wires, charcol salt etc.a) Plate type Earthing |
| 89 | b) G.I. earthing strip |
| 90 | ItemNo.12: Providing , erecting and commissioning Single Girder Hand Operated Circular / Rectangular Chain Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, extra complete. 2 TON Capacity |
| 91 | Extra Handling Chain Rs415 |
| 92 | Extra Load Chain RS RS 1377 |
| 93 | ItemNo.13:Providing, erecting and fixing square bar of EN 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and \"J\" bolts. 50*50mm |
| 94 | Item No. 14:Pressure gauges diaphragm type on delivery side of pumps and on dischargeb header, mounted on a board and connected to pressure tapping by stainless steel tubes 15NB size isolating valves. 100mm dia.(0-10 Kg/cm2) |
| 95 | ItemNo. 15:Providing, lighting for the entire pump house building as per I.E rules Including 70 watts sodium vapour all round outside.1200mm long twin fluorescent tube lamps with industrial type reflectors for pump room, pump house, transformer room. Panel room store, office and passage etc, a portable hand lamp and including HPSV fitting outside the Pumphouse and in substation etc, |
| 96 | Item No. 16:Supplying and erecting exhaust fan heavy duty 230 volt A.C cycle, 450mm 1400 rpm complete erecled in position as per specification |
| 97 | Item No. 17: Providing recess in brick wall suitable for erection of exhaust fan up to 450mm. Sweep 1400 RPM complete with grouting of nut, bolts, plastering and colour washing to match the colour of the wall for the wall thickness of 225 mm. |
| 98 | Item No. 18:Supplying and erecting 20 gauge G.I sheet metal CAWL rectangular/round shaped with 25mm x 25mmx3mm angel iron frame metal mesh to avoide burds entry with necessary material suitable for exhaust fan of 400mm as per specification |
| 99 | Item No. 19: Providing tools for maintance of pumping machinery. The details as per rate anylisis |
| 100 | Item No. 20: Providing Errecting structure steel work for panels starters & other supports,etc. |
| 101 | Item No. 21: Giving satisfactory test and trial of installed pumping machinery with skilled labour like pump operator helper and kipping records of running the scheme for 3months period |
| 102 | Providing, Erecting & Comissioning with test and trial of DG set for SPS, Transformer with Sub-station for SPS & STP.ItemNo.1:Cables - Aluminium and copper conductor, PVC insulated & amoured cable 1100 V grade with ISI mark. And flat submersible 3 core cable11 kv XLPE HT cable 3 core x 185 sqmm from supply point to Transformaer |
| 103 | Outdoor cable termination kit for 11kv 185 sqmm |
| 104 | Item No. 2:Providing Earthing of all electrical cubicals,transformer, instruments accessories as well as current carrying metallic parts, complete with all materials i.e. copper/G.I. Earth plate strips/wires, charcol salt etc. a) Plate type Earthing |
| 105 | b) G.I. earthing strip |
| 106 | Item No. 3: Supplying, erecting, testing and commissioning of diesel generating set with alternator of 25 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C supply, a totally enclosed air cooled / liquid cooled multi cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %, with performance class G2 and maximum fuel consumption 5.0 Ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level up to 75 dB at 1.0 m, provided with first filling of oil, diesel not less than 65 Ltr etc. on provided M20 Grade CC Foundation as per specification no. GEN-DG |
| 107 | Item No. 4:Supplying, erecting, testing and commissioning 11KV HT metering cubical approved by MSEDCL / licensee fabricated with 2 mm (14 SWG) M.S. sheets with supporting angle, painted with powder coating / epoxy paint of required shade, copper bus bar size 25 x 6 mm, heavy duty mechanical lock, with counter meter for measuring no of times the opening of meter door, top side cover (CT, PT cover) interlock with meter door, epoxy casted 3 nos. CT having required ratio between 10/5A to 50/5A, VA10 or 15, Class 0.5S, epoxy casted 3 nos. PT having ratio 1000/V3/110/V3 VA 50, Class 0.5 suitable for provided trivector meter, and provision for incoming and outgoing cables complete duly tested by licensee with necessary test certificates and erected on provided plinth/ cc foundation. |
| 108 | Item No. 5:Supplying & erecting end pole D. P. Structure for 11/0.415 kV, 315 kVA Transformer with R.S.J. Pole 2 Nos. of size 100mm x 116 mm x 11 m Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG with 4 Pole MCCB 400 Amps as incomer & 6 Nos.200 Amps Kitkat / MCCB for out going circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos. Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc. Angle of size 50 x 50 x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing (min. 124 Kg. iron work) with necessary clamps, Nut-bolts. V cross arm, top clip, insulators etc. complete with caution board & barbed wire. D.P. Structure shall be erected in c.c. foundation complete |
| 109 | ItemNo.6:Providing & Constructing civil works in foundation / concreting for steel structure, transformer, substation, panel & other civil structure [14 x7] meters inside area of substation] |
| 110 | Transmission of Sewage SPS TO STPItem No. 1:Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I. S. specification inclusive cost of joining materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 8329/2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets.200 mm Dia. DI K-9 |
| 111 | Item No. 2:Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R, complete with cast 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 / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc80 to 300 mm dia. |
| 112 | Item No. 3: Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 200 mm Dia.Sluice Valve (PN-1) |
| 113 | Item No.4 :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 beyond the area, and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Earth soil |
| 114 | Item No.5 :Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Hard Murrum |
| 115 | Item No.6 :Excavation for foundation / pipe trencehs in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50m. beyond area and lifts as below , stackigning as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.Soft Rock |
| 116 | Item No.7 : 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 asbelow, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Hard Rock |
| 117 | Item No 8:-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 118 | Item No.9 :- Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following 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 and rubber rings labour etc. complete.With Rubber Ring200 mm Dia. DI K-9 |
| 119 | Item No.10 : 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. 200 mm Dia. Sluice Valve |
| 120 | Item No. 11: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6proportion 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.Valve Chamber with Precast RCC CoversNote : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding1.2 M. As above of 1.50 x 1.50 cm internal size and depth upto 1.50 M with precast R.C.C. slab cover. |
| 121 | Item No.12 : Ultrasonic Clamp-on Fixed type Flow Meter (Single Channel) Providing, installing and giving satisfactory test & trial of ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantee and manufacturers test certificate/ declaration copy along with accessories as mentioned in a (1) to (16) below. |
| 122 | ItemNo.13: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 123 | Item No. 14:Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end capmaking 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,necessary and reinstating to original position using water supplied by the contractor.200 mm Dia. DI K-9 |
| 124 | Moving Media Bio Reactor (MMBR) / FAB (Fluidised Aerated Bed)Process Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP consisting of inlet chamber, screen chamber, grit separator, MMBR / FAB (based on technologies providing attached growth on plastic meddi kept suspended in the waste water due to low density of plastic and provided with compressed air for aeration with very high MLSS of greater than 15,000 mg/lit.) tank, secondary clari settler, sludge sump, sludge thickener, chlorine contact tank, chlorinator room/shed, sludge centrifuge, associated piping work with required valves, gates, drains, pathways, administration block cum laboratory, laboratory equipments, spare parts for 2 years of operation, etc. complete as turnkey job with all involved civil, electrical and mechanical works including HT Substation,Transformers,DG Sets ,Metering cubical,Instrumentation & control works etc.as per spacification inclusive of following items, units as per detailed specifications for civil, electrical and mechanical components with all duties and taxes, etc. complete. Treated sewage can be used for irrigation, horticulture purposes. 12. Pipinq Work in Cl LA class includinq Sluice Valves, Reflux Valves, MS Gates Providing, laying and jointing pipes otherthan those already included in the above items for interconnection, bypass drains, etc. of all units including adequate number of manhole chambers. The item includesexcavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The item includes required channels with gates or interconnection of units, bypass drains, etc. for ill units as directed, etc complete as per detailed specifications. 1. Inlet ChamberDesigning, providing and constructing RCC (M-25) inlet chamber designed for the peak flow including necessary excavation in all types of strata including walkway all around the periphery. Each compartment will have CI gates with extension rod, head stock, operating wheels, GI pipe railing, etc. The work includes providing and making necessaryarrangements to connect the flow to screen chamber by approach channel asdirected and as per specifications.2. Screen Chamber Designing, providing, constructing, testing and commissioning of screen chamber,designed for peak flow in RCC (M-25),including walkway 1.2 m wide with GI pipe 3. Grit SeparatorDesigning, providing and constructing detritor type grit removal mechanism in RCC (M-25) capable of removing 100% 0.2 mm size particle and above, having specific gravity 2.30 designed for peak flowwith suitable arrangement of separation of grit from putrescible solids includingproviding and making necessary arrangements of Jb-1. Inlet and outlet channels of required sizes as make be required to connect the flow to connecting unit, etc. complete including hydraulic testing for watertightness of structure having minimum FB of 0.3 m, washout arrangement to grit chamber and platform 1.2 m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. It should be suitable to handle the grit for carting. All arrangements shall be as detailed specifications and as4. MMBR / FAB TankDesigning, providing and constructing in RCC (M-25) biological reactor tank for removal of BOD along with nutrient removal to handle the average flow andhaving hydraulics suitable to handle peak flow conditions with suitable 1.2 m wide walkway, expansion joints as required, including foundation, etc as per specifications. The tank shall be equipped with inlet and outlet arrangement, air blowers for supply of air, coarse bubble diffusers and aeration grid in SS 304, PP carrier bio media, etc. FB of 0.5 m and SWD as required should be complete as per detailed specifications5. Secondary Clari Settler Designing,providing and constructing in RCC (M-25) watertight secondary clari settlerhaving SWD of 3.75 m + 0.5 m FB and has tube media in the clarification zone to provide additional surface area for settling. The settler shall be provided with a scraper mechanism in MS with epoxy painting for collecting the settled solids at the bottom (bottom slope 1:12). The central feed well shall be made of MS with epoxy painting from both facesand well stiffened. The sewage will be 6. Chlorine Contact TankDesigning, providing and constructing chlorine contact tank of adequate capacity to deal with average flow. The contact time provided is 30 mm to achieve 99.99% reduction in coliform during average flow condition. Chlorine dosage will be as per standard provisions including designing, providing and constructing water supply provision for chlorination, including providing dewatering and bypass arrangement for joining to final effluent mains and outlet weir, etc. complete. The effluent quality should match with the standards laid down by Maharashtra Pollution Control Board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.7. Chlorinator and Chlorinator Room /Tonner RoomDesigning, providing and constructing vacuum type chlorinators having adequate capacity for dosage of adequate chlorine to ensure 99.99% coliform reduction as per obligatory provisions, detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinator equipment shall include chlorine cylinders / tonners, piping, valves, measuring, controlling equipments, safety devices, lifting equipment, etc. complete as per IS 10553 (Part II) 1982. The tonner room should have min. 3 MT capacity crane for loading and unloading facility. Tonner storage should be distinctly isolated and should have min. storage space as per the detailed specifications and as per gas law 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m ht. from level of tonner room with outlet.8. Sludge SumpDesigning, providing and constructing of sludge sump and pump for discharging sludge to sludge thickener using MS pipe, etc. complete as per detailed specification9. SIudge ThickenerDesigning, providing and constructing watertight of sludge thickener - gravity type in RCC (M-25) with inlet and outlet pipes, central feed well, sludge it and sludge removal arrangement, grouting wherever necessary with walkway all around of 1.20 m with GI pipe railing interconnecting CI pipes all complete as per specifications, having bottom slope 1:8 and 3 m SWD with necessary fixed bridge scraper arrangement as per detailed specifications and necessary inlet and outlet arrangement, all other arrangement as per detailed specifications. 10. Sludge Centrifuge Platform with CentrifugeDesigning, providing, constructing andinstalling including foundation, etc.,sludge centrifuge to handle the sludge flow of 1 day in 18 hrs per unit with sludge dewatering unit, drain, etc complete is perspecification. Sludge centrifuge with necessary arrangements as per detailed specification mentioned in tender and obligatory provisions to be provided with11. Outfall SewerDesigning, providing, constructing appropriate outfall sewer of RCC NP2 pipe to discharge treated effluent, untreated effluent from outlet chamber (after basin /chlorination tank) to the local Nallah at the point shown on the drawing including necessary chambers for inspection and cleaning including excavation, dewatering, refilling, concrete, encasing / bedding concrete.(after basin / chlorination tank) to the local Nallah at the point shown on the drawing including necessary chambers for inspection and cleaning including excavation, dewatering, refilling, concrete, encasing / bedding concrete.13. Administrative Buildinq cum Laboratory (G+1)Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be building having appropriate carpet area, at ground floor and at first floor completeas per specifications including necessary excavation, foundation in RCC M-20 framed structure, BB masonry (llnd class in CM 1:6), 20 mm cement plaster in CM 1:3, inside and outside painting, aluminum door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures, fastening, electrificationarrangement, water supply arrangement,etc complete. The building will have laboratory on upper floor of administrative building and should have complete control of every unit as per laboratory equipment, beautification,telephone and intercom arrangementand wireless system.Notes1 Screen chamber and grit separator upto 5 MLDcapacity are manual typeUpto 5 MLD capacity STP, chlorination is done byusing sodium hypochlorite solution. Above 5 MLDcapacity, gas chlorinator is provided3 Sludge thickener is not provided upto 3 MLD capacity STP. Sludge will be collected into sludgesump and pumped directly to sludge dewatering system.4 For all STP, sludge dewatering is using solid bowl centrifuge.5 Chlorinator room not provided for STP upto 3 MLD.For STP upto 3 MLD, labo rat o ry / administrationbuilding is not provided. Only a room for operator isprovided. 6 Boundary wall, fencing, gate, storm water drains, site clearance is not considered in the scope site clearance is not considered in the scope 7 All water retaining structures are in M30 grade ofconcrete. 8 Water table is considered 5 m below GL for designPRICE SCHEDULECapacity of the Plant in MLD Area required in Sqm.Rates (MLD) Add 10% Hilly Area |
| 125 | Retaining Wall ItemNo.1: Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling. For Head Works on river or dam submergence for initial lift of 0 to 1.5 MLift 0.00 M to 1.50 m |
| 126 | ItemNo.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required 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-incharge, excluding refilling.For Head Works on river or dam submergence for initial lift of 0 to 1.5 MLift 0.00 M to 1.50 m |
| 127 | Lift 1.50 M to 3.0 m |
| 128 | ItemNo.3.Providing and laying in situ Cement concrete in proporation of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. P.C.C 1:2:4 |
| 129 | ItemNo.4: Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-300 grade.1) R.C.C. M-300 for Footing |
| 130 | 2) R.C.C. M-300 for vertical wall |
| 131 | ItemNo.5: Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, coping, fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars, binding with wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel ( 100 kg/ cum) |
| 132 | ItemNo.6: Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with, all leads,and lifts,etc.complete. |
| 133 | ItemNo.7: Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
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