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| 1 | SUB ESTIMATE NO.1 Pumping Machinery |
| 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 for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump Section & Code No. Sr. No Unit Supply Rate Rs Erection Rate Rs Total Description Amt Rs. should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 3 | PM 1-2-5 5.0 HP |
| 4 | As per RA-01 |
| 5 | Item No.2- Providing, erecting , commissioning & testing of floor mounting type L.T. pannel board (skeletion type) as per detail specifications. |
| 6 | a) For 5 Hp |
| 7 | As per RA-02 |
| 8 | Item No: 3- Providing laying, jointing and testing of PVC water proof sub cable proper conductor of type ( 1x3x6) sqm size as per detail specifications. |
| 9 | As per RA-03 |
| 10 | Item No.4 -Providing laying & testing of PVC allu. conductor armoured cable (1x2x 4 ) core size & as per details specifications. |
| 11 | As per RA-04 |
| 12 | Item No: 5 - Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete.(Bd-C-2/275) |
| 13 | MJP SSR 2023-24 P/46/F-5 |
| 14 | Item No.6 - Providing and supplying SI 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 pipe cost of which is included in rates below. |
| 15 | As per RA-05 |
| 16 | Item No.7 - 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 hinge 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) |
| 17 | PWD ELE SSR 2022-23 P/107/ 6-1-18 |
| 18 | Item No.8 - 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&GOMinallrespectetc.complete. RefluxvalvesasperI.S.5312PartI(1984) |
| 19 | As per RA-06 |
| 20 | 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. |
| 21 | As per RA-06 |
| 22 | SUB ESTIMATE No. 2 Pump House |
| 23 | Item No.1 - Excavation for foundation/Pipe trenches by all means in hard murumand boulders W.B.M. road includinbg removing the excavated material upto a distance of 50M beyond the area and and lifts as below , stacking and spreading as directed by Engineer-in-charge , normal dewatering ,preparing the bed for foundation and excluding backfilling…etc comp. |
| 24 | MJP SSR 2023-24 P/37/E-3 |
| 25 | Item No.2 - Excavation in laterite rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. |
| 26 | MJP SSR 2023-24 P/37/E-8 |
| 27 | Item No.3 : Providing and laying in situ C.C. in proportion M-150 of trap metal for foundation and bedding including bailing out water manually formwork, compaction and curing … etc. complete. |
| 28 | As per RA-1 |
| 29 | Item No.4 : Providing Laterite stone masonry in cement mortar 1:6 in Foundation and plinth including racking out joints when plastering is to be done/striking joints when no plastering is to be done watering and scaffolding etc complete. |
| 30 | As per PWD Corrigendum 2022 |
| 31 | Item No.5 : 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. |
| 32 | MJP SSR 2023-24 P/41/E-16 |
| 33 | Item No.6 :-Providing and fixing RCC door with precast frame and A.C. sheet shutter including fixtures and fastenings etc. complete. |
| 34 | As per market rate |
| 35 | Item No.7 : Providing Laterite stone masonry in cement mortar 1:6 in Superstructure including racking out joints when plastering is to be done/striking joints when no plastering is to be done watering and scaffolding etc complete. |
| 36 | As per PWD Corrigendum 2022 |
| 37 | Item No.8 - Providing and casting in situ C.C.of trap / granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and design or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surface 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) |
| 38 | As per RA-2 |
| 39 | Item No 9 - 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) |
| 40 | MJP's SSR 2023-24 PN/50/8b |
| 41 | Item No.10 - Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 42 | As per RA-3 |
| 43 | Item No.11 - Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. |
| 44 | As per RA-4 |
| 45 | Item No 12:- Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing etc. complete |
| 46 | PWD DSR 2022-23 P/I/194/26.46 Sr.No.881 |
| 47 | Item No.13 - Providing sills of polished Kadappa stone 25mm to 30mm thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning etc. complete. |
| 48 | PWD SSR 2022-23 P/N 215 SSR Item No.33.20 |
| 49 | Item No.14-Providing and applying washable oil bound distemper of approved colour and shade etc. complete. |
| 50 | MJP SSR 2023-204 P/N-45 /F-1 |
| 51 | SUB ESTIMATE No. 3 Rising Main |
| 52 | Item No.1 -Providing & supplying,Lowering laying & jointing in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 53 | 75 mm dia HDPE pipe PE -100 -10 kg/cm2 |
| 54 | MJP DSR 23-24 P/1231Bi and P/125 2-vi (243.00+54.00=297.00) |
| 55 | Item No. 2- Excavation for foundation/Pipe trenches by all means in hard murumand boulders W.B.M. road includinbg removing the excavated material upto a distance of 50M beyond the area and and lifts as below , stacking and spreading as directed by Engineer-in-charge , normal dewatering ,preparing the bed for foundation and excluding backfilling…etc comp. |
| 56 | MJP SSR 23-24 P/37 /E-3 |
| 57 | Item no.3- Excavation in laterite rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. |
| 58 | MJP SSR 23-24 P/38/E-8 |
| 59 | Item No 4-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. (Bd-A-10/263) |
| 60 | MJP SSR 23-24 P/41 E-16 |
| 61 | Item No-5:-Providing and supplying lowering and laying 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. |
| 62 | MJP SSR 23-24 P/149 SECT-I(XII) |
| 63 | Item No.6 :- Hydraulic testing of HDPE (PE material)Structured-Wall plastic piping system for non pressure underground 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. |
| 64 | 75 mm dia HDPE pipe PE -100 -10 kg/cm2 |
| 65 | MJP SSR 23-24 P/No.126 SECT-I(XII) 3-vii |
| 66 | Item No.7 : Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 67 | MJP SSR 23-24 P/41 E-15 |
| 68 | SUB ESTIMATE NO. 4 GSR |
| 69 | Item No.1-Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. |
| 70 | Notes |
| 71 | The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 -1987, I.S.-3370-1965-or revised.) |
| 72 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used.Grade-II-M.S.bars shall not be used. |
| 73 | Entire structure shall be in M-300 only. |
| 74 | MJP SSR 2023-24 P/270/K-I /1 (As per RA) |
| 75 | Item No. 2-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. |
| 76 | 65 mm dia @ 6.63 kg/m M-class |
| 77 | MJP SSR 2023-24 P/93/Sec-1/III b-vi |
| 78 | 80 mm dia @ 8.64 kg/m M-class |
| 79 | MJP SSR 2023-24 P/93/Sec-1/III b-vii |
| 80 | 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. |
| 81 | a) Sluice Valve (50 mm dia) |
| 82 | b) Sluice Valve (80 mm dia) |
| 83 | MJP SSR 2023-24 P/145 /Sect-I/XII/2- a-i&iii |
| 84 | SUB ESTIMATE No. 5 Distribution |
| 85 | Item No.1- Excavation for foundation/Pipe trenches by all means in hard murumand boulders W.B.M. road includinbg removing the excavated material upto a distance of 50M beyond the area and and lifts as below , stacking and spreading as directed by Engineer-in-charge , normal dewatering ,preparing the bed for foundation and excluding backfilling…etc comp. |
| 86 | MJP SSR 2023-24 P/37/E-3 |
| 87 | Item No.2 - Excavation in laterite rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. |
| 88 | MJP SSR 2023-24 P/38/E-8 |
| 89 | Item No.3 : Providing and supplying and Jointing H.D.P.E./in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI &GOM in all respect etc. complete. |
| 90 | 90 mm 6 kg/cm2 HDPE pipe |
| 91 | 75 mm 6 kg/cm2 HDPE pipe |
| 92 | 63 mm 6 kg/cm2 HDPE pipe |
| 93 | 50 mm 6 kg/cm2 HDPE pipe |
| 94 | MJP SSR 2023-24 P/123/ IX/ 1-B-iii & ii/A-i |
| 95 | Item No.4 - 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 PartII |
| 96 | 90 mm 6 kg/cm2 HDPE pipe |
| 97 | 75 mm 6 kg/cm2 HDPE pipe |
| 98 | 63 mm 6 kg/cm2 HDPE pipe |
| 99 | 50 mm 6 kg/cm2 HDPE pipe |
| 100 | MJP SSR 2023-24 P125/2-viii,vii,vi&v |
| 101 | Item No 5 -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. (Bd-A-10/263) |
| 102 | MJP SSR 2023-24 P/41 E-16 |
| 103 | Item No.6 - 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. |
| 104 | MJP SSR 2023-24 P/40 E/15 |
| 105 | Item No.7:- Hydraulic testing of HDPE (PE material)Structured-Wall plastic piping system for non pressure underground 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. |
| 106 | 90 mm 6 kg/cm2 HDPE pipe |
| 107 | 75 mm 6 kg/cm2 HDPE pipe |
| 108 | 63 mm 6 kg/cm2 HDPE pipe |
| 109 | 50 mm 6 kg/cm2 HDPE pipe |
| 110 | MJP SSR 23-24 P/No. 126 SECT-I(IX)/3-viii,Vii&vi |
| 111 | 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. |
| 112 | a) Sluice Valve (50 mm dia) |
| 113 | b) Sluice Valve (80 mm dia) |
| 114 | MJP SSR 2023-24 P/145 /Sect-I/XII/2- a-i&iii |
| 115 | Item No 9 : Providing and laying in situ C.C. in proportion M-150 of trap metal for foundation and bedding including bailing out water manually formwork, compaction and curing … etc. complete. |
| 116 | As per R.A. |
| 117 | Item No 10 : Providing and fixing name board with necessary fitting and colouring etc comp. |
| 118 | As per market rate |
| 119 | GST Please Enable Macros to View BoQ information |
