|
| 1 | Subwork No. 1 :- Water Supply Well |
| 2 | Item 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, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. |
| 3 | For Head Works on River or Dam |
| 4 | Lift 0 to 1.50 M. |
| 5 | Lift 1.50 to 3.00 M. |
| 6 | Lift 3.00 m- 4.50 m. |
| 7 | (MJP DSR 23 - 24 , P. No. 39 , I. No. 10/a ) |
| 8 | Item No. 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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. |
| 9 | For Head Works on River or Dam |
| 10 | Lift 4.50 m - 6.00 m |
| 11 | Lift 6.00 m - 7.50 m |
| 12 | Lift 7.50 m - 9.00 m |
| 13 | Lift 9.00 m - 10.50 m |
| 14 | Lift 10.50 m - 12.00 m |
| 15 | Lift 12.00 m - 13.50 m |
| 16 | Lift 13.50 m - 15.00 m |
| 17 | (MJP DSR 23 - 24 , P. No. 39 , I. No. 11/a ) |
| 18 | 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 |
| 19 | (MJP DSR 23 - 24 , P. No. 47 , I. No. 1/b ) |
| 20 | Item No. 4A :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite /Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns foundation and footing of RCC columns foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T,A.C.C., Ambuja, Birla Gold, Manikgad,Rajashree, etc. cement is permitted.)(Excluding M.S. or Tor reinforcement) |
| 21 | A] For fondation RCC M-200 grade |
| 22 | (MJP DSR 23 - 24 , P. No. 48 , I. No. 4/b ) |
| 23 | Item No. 4B:- 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 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) |
| 24 | B] For RCC M-200 grade Slabs / Vertical Walls / Steps |
| 25 | (MJP DSR 23 - 24 , P. No. 48 , I. No. 5/b ) |
| 26 | Item No. 5 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles caps, footings, foundations, slabs, beams, columns, canopies, staircase 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 including cost of binding wire etc. complete.- |
| 27 | Tor Steel |
| 28 | (MJP DSR 23 - 24 , P. No. 50 , I. No. 8/b ) |
| 29 | Item No. 6 :- Providing stuctural steel work in rolled sections like joists , channels,angles, tees etc, as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-2/275) |
| 30 | (MJP DSR 23 - 24 , P. No. 46 , I. No. 5 ) |
| 31 | Item No. 7 :- |
| 32 | 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 disposing off water to safe distance as disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour,fuel), etc. complete. |
| 33 | (MJP DSR 23 - 24 , P. No. 40 , I. No. 14 ) |
| 34 | Item No 8 :-Prvoding 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 ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 35 | (MJP DSR 23 - 24 , P. No. 292 , I. No. 11 ) |
| 36 | Item No. 9 :- 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. |
| 37 | (MJP DSR 23 - 24 , P. No. 40 , I. No. 15 ) |
| 38 | Item No. 1 :- Submersible Pumpset |
| 39 | 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%, 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. etc complete. |
| 40 | Pump duties H = 64.00 Mtr, Q- 2.759 LPS, HP-7.50 |
| 41 | Submersible Pump set 150 mm dia (with Bronze/Stailnles steel CF8M Impeller) up to 8 stages |
| 42 | 40268*1.02+5638*1.20 |
| 43 | [ MJP DSR MECH.23-24, P.No.2, it.No. PM 1-2-7+hilly area ] |
| 44 | Item No. 2 :- |
| 45 | Providing and supplying,erecting 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 uptodepartmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) |
| 46 | Reflux Valves- 80 mm dia PN-1 |
| 47 | [ MJP DSR Civil.23-24, P.No.144 it.No. 1/a/iii+ lworing P.No, 148 It.No.- 4/iii +hilly area ] |
| 48 | Item No. 3 : HDPE Pipe |
| 49 | Providing and supplying,erecting in standard lengthsPolyethelene 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. |
| 50 | 90 mm dia.HDPE Pipe |
| 51 | [ MJP DSR Civil.23-24, P.No.123 it.No. 1/A/iii+ lowering P.No. 125 It.No.- 2/vii +hilly area ] |
| 52 | Item No. 4 :- GI Bend B class 100 mm dia |
| 53 | Supplying and erecting \"B\" class G.I. Bendin position with necessary material |
| 54 | 845*1.02+64*1.2 |
| 55 | [ MJP DSR Mech.23-24, P.No.15, it.No. PW 1-7+hilly area ] |
| 56 | Item No. 5 :- MS Pipes and Specials |
| 57 | 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 all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 58 | All socketed special or socketed branch flanged special of all diameter. |
| 59 | [MJP DSR 23-24 P.No.70 , It.No.7d+ 10 % hilly area.] |
| 60 | Item No. 6 :- L.T. Control Panel Board |
| 61 | A] Providing & Fixing G.I. sheet to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. and painting with one coat of red lead paint and 2 coats of enamel paint. |
| 62 | 1) G.I. sheet a)16 SWG fabricated box for panel board |
| 63 | [ PWD DSR Ele 2021-22, P.No.114/6.1.2 |
| 64 | B] Supplying and erecting self locking arrangement with duplicate keys, made of brass duly erected, flush with surface of panel/cupboard. |
| 65 | [ PWD DSR Ele 21-22, P.No.115, It.No. 6-1-21+hillyarea ] |
| 66 | C] Supplying and erecting Plywood fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete. |
| 67 | 1) Marine water proof plywood 12mm thk |
| 68 | [ PWD DSR Ele 2021-22, P.No. -114 , It.No. 6-1-13 ] |
| 69 | D] Providing, erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 40A. 4 pole complete as per specification No. SWRCCB/ RCCB |
| 70 | 1] ELCB as per BIS 63 Amp 4 pole |
| 71 | [ PWD DSR Ele 2021-22, P.No.111 , It.No. 5-6-5 ] |
| 72 | E] Supplying and erecting panel mounting type digital Ammeter having Three and half digit LED display, external C.T. operated, calibrated for suitable to operate on 500V 0to1000A ACAC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 73 | [ PWD DSR Ele 2021-22, P.No.117 , It.No. 6-3-7 ] |
| 74 | F] Supplying and erecting panel mounting type digital voltmeter having Three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 75 | [ PWD DSR Ele 2021-22, P.No.117 , It.No. 6-3 8+hillyarea ] |
| 76 | G] Supplying and erecting set of 3 pilot lamps all Bakelite with colour glasses with miniature lamps 230 V/250V erected on provided CRCA box with panel type fuses and connected with PVC wires. |
| 77 | Pilot Lamp Set |
| 78 | [ PWD DSR Ele 2021-22, P.No.-120 , It.No. 6-5-5 ] |
| 79 | Item No. 7 :- |
| 80 | Supplying and erecting bank of All Polypropylene condensers with the standard capacities of 1,2,3,5,7,12,5,15,20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested |
| 81 | 1)All Capacitor polypropylene condenser [App] |
| 82 | [ MJP DSR Mech.2023-24, P.No.36, it.No. CP1 ] |
| 83 | Item No.8 :- D.O.L. Starter |
| 84 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working 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 to supply, Starter with original sheet steel encloser.etc complete. |
| 85 | Upto 7.50 HP |
| 86 | [ MJP DSR Mech.2023-24, P.No.38, it.No.LG 1-1] |
| 87 | Item No. 9:- 9-1-4 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification No. EA-EP |
| 88 | 12) Earthing GI 40mm dia type, charcoal |
| 89 | [ PWD DSR Ele 2021- 22, P.No.-161 , It.No. 9-1-1 ] |
| 90 | Item No.10 :- Submersible cable |
| 91 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core PVC insulated, PVC sheathed copper conductor flat submersible cable etc complete. |
| 92 | Submersible cable 3 core 6 Sq. mm |
| 93 | [ MJP DSR Mech.2021-22, P.No.219, it.No. CB- 12-4-9 ] |
| 94 | Sub Work No. 3:- Rising Main |
| 95 | A ) Material Section |
| 96 | Item.No.1 - Providing and supplying 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/spe-cials, including transportation and freight charges, inspection charges, loading / unloading charges, convey-ance 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. |
| 97 | 90 mm dia. P.V.C. Pipe (10 kg/cm2) class |
| 98 | (MJP-DSR 23-24, P.No.75 I.No.1d/i) |
| 99 | Item No.2 - PVC Special |
| 100 | Providing and supplying ISI standard PVC special of dia. & class excluding GST levied by GOL and GOM in all respect including carting inspcion charges etc. complete. |
| 101 | Payments will be made as per 5 % Of Material pipe cost |
| 102 | Item No.3 - |
| 103 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air Valve Single Ball Flanged / Screwed Type - PN -1 , Air Valve Dai. 20 mm. |
| 104 | (MJP DSR 23 - 24 , P. No. 149 , I. No. 5/a/ii ) |
| 105 | Material Total Rs.- |
| 106 | B) Labour section |
| 107 | Item No. 1 :- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 108 | (MJP DSR 23 - 24 , P. No. 37 , I. No. 1 ) |
| 109 | Item No. 2 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 110 | In hard murum & boulders |
| 111 | (MJP DSR 23 - 24 , P. No. 37 , I. No. 3 ) |
| 112 | Item No. 3 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking asdirected by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 113 | Lift 0 to 1.5 M |
| 114 | (MJP DSR 23 - 24 , P. No. 37 , I. No. 5 ) |
| 115 | Item No. 4 :- Excavation for foundation / pipe trenches in Hard Rock by chiselling including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking asdirected by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-6/259) |
| 116 | Lift 0 to 1.5 M |
| 117 | (MJP DSR 23 - 24 , P. No. 38 , I. No. 7 ) |
| 118 | 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) |
| 119 | (MJP DSR 23 - 24 , P. No. 41 , I. No. 16 ) |
| 120 | Item.No. 6 -Lowering, Laying and Jointing P.V.C. pipes in proper position inclu-ding all specials by compression fitting/elect-rofusion 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 |
| 121 | 90 mm dia. P.V.C. Pipe (10 kg/cm2) class |
| 122 | (MJP-DSR 23-24, P.No.78 I.No.4b/iii) |
| 123 | Item.No.7 Hydraulic testing of P.V.C. Pipe line to specified pressure including cost of all materials and labour and water for testing specified length including cutting, placing end cap making arrangement for filling safe water using reciproca-ting type pumps which should be able to provide specified test pressure gauges and other necessary equipm-ents, 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.. |
| 124 | 90 mm dia. P.V.C. Pipe (10 kg/cm2) class |
| 125 | (MJP-DSR 23-24, P.No.79 I.No.5b/iii) |
| 126 | Item.No.8 :- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design ) attached.) (a) Foundation on Murum and Harder Strata . (i) Upto 150 mm |
| 127 | (MJP DSR 23 - 24 , P. No. 155 , I. No. 17/a/i ) |
| 128 | Item No.9 - Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). |
| 129 | 20 mm dia. Air valve |
| 130 | (MJP DSR 23 - 24 , P. No. 151 & 152 , I. No. 10/a/i ) |
| 131 | Item.No. 10 :- 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-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves valves and specials will be supplied free of cost at stores |
| 132 | 1 ) 80 mm |
| 133 | 2 ) 100 mm |
| 134 | (MJP DSR 23 - 24 , P. No. 58 , I. No. 10/i,ii ) |
| 135 | Item No.11 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 136 | (MJP DSR 23 - 24 , P. No. 40 , I. No. 15 ) |
| 137 | Subwork No. 4 :- R.C.C. E.S.R. Cap. 25000 Lits. Staging Ht.12.00 M. |
| 138 | LABOUR SECTION |
| 139 | Item No. 1 |
| 140 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with reservoirs of following capacity with RCC staging consisting of columns,internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete,cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, 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 indicators, lightening conductor,G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gateof 2 M height with locking arrangementof approved design, B.B. masonry shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termitetreatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.etc complete. |
| 141 | Notes |
| 142 | 1) The design of the structure be in accordance with relevant I.S.specification (I.S. 3370 - 1965 orrevised.) |
| 143 | 2) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920/ 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overheadtanks. Sr. Description Unit Rate (Rs.) 2012-13 Rate (Rs.) 2013-14 No. Complete Labour Complete Labour 246 SECTION - K : (II) RCC ESRs |
| 144 | 3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. |
| 145 | 4) The entire structure shall be in M-300 mix only. |
| 146 | 5) Plain round mild steel 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 mild steel bars will not be allowed. |
| 147 | 6) Irrespective of the type of foundation proposed in the design, one set ofbracing be provided at the ground level |
| 148 | 7) These rates include providing M.S.ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. |
| 149 | 8) Staging shall have to be designed with stresses of M-200 concrete for ESR However all RCC construction should be done in M-300. |
| 150 | 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 151 | 10) All conditions given in the Member Secretary\"s Circular No. MJP / TS-I /350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. |
| 152 | 11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. |
| 153 | 12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. |
| 154 | 13) For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. |
| 155 | 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. |
| 156 | 15) The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. |
| 157 | 16) The rates are applicable for staging |
| 158 | height of 12 M. These rates shall be |
| 159 | increased or decreased for per metre |
| 160 | variation in this staging height as below |
| 161 | 17) Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5 rates shall be decreased by 5 Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). |
| 162 | Notes |
| 163 | 1) Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R. |
| 164 | 2) Conditions from Sr. No. 12 to 17 are for estimation purpose only and shall not appear in the tender. |
| 165 | Propose ESR Cap. - 25000 Lit St.Ht.12.00 Mt. |
| 166 | Cost of 25000 lit capacity = 975465.00/- |
| 167 | Add 10% for Hilly area = Rs. 97546.50/- |
| 168 | Net Total Rs |
| 169 | (MJP DSR 23 - 24 , P.No. 274 I.No.1/ii & iii) |
| 170 | Total Labour cost Rs. |
| 171 | MATERIAL SECTION |
| 172 | Item No.2 - G.I.Pipe |
| 173 | Providing ISI mark G.I. pipes of following class and dia with one coupter shall be provided with each full length pipe, cost of which is included in rates below. including all local and central taxes, octrol, third party inpection charges, tansportation to stores, etc complete (IS-1239/2004) |
| 174 | 80 mm dia pipe G.I.pipe Med class. For inlet, outlet, overflow |
| 175 | (MJP DSR 23 - 24, P.No.82 & 83, I.No. 1b/ix) |
| 176 | Item No.3 - Pipe Appurtenance |
| 177 | Providing and supplying ISI mark CI D/F double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete |
| 178 | 80 mm dia sluice valve Without bypass arrang. PN-1 |
| 179 | (MJP DSR 23 - 24, P.No.133& 135, I.No. 2a/iv ) |
| 180 | Item No. 4 |
| 181 | Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete. |
| 182 | A) All socketed special or socketed branch flanged special of all diameter. |
| 183 | (MJP DSR 23 - 24, P.No.70, I.No. 7d. ) |
| 184 | Subwork No. 5 :- Distribution System |
| 185 | MATERIAL SECTION |
| 186 | Item No. 1 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). |
| 187 | 90 mm dia.PVC 4 Kg / cm2 pipe |
| 188 | 75 mm dia.PVC 4 Kg / cm2 pipe |
| 189 | 63 mm dia.PVC 4 Kg / cm2 pipe |
| 190 | (MJP DSR 23 - 24, P.No.74, I.No. 1/a/i,ii,iii) |
| 191 | Item No.2 - PVC Special |
| 192 | Providing and supplying ISI standard PVC special of dia. & class including all taxes etc. complete. |
| 193 | Note - 5 % cost of pipe as lowring be considered for cost of specials |
| 194 | Item No. 3 - Providing and supplying ISI mark CI D/F reflux valve as per IS-5312 Part I( 1984 ) & double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete |
| 195 | following sluice valve Without bypass arrangement class PN-1 |
| 196 | 80 mm Sluice valve |
| 197 | 65 mm Sluice valve |
| 198 | (MJP DSR 23 - 24, P.No.145, I.No. 2/a/ii,iii,iv) |
| 199 | LABOUR SECTION |
| 200 | Item No.4A - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259) |
| 201 | a) In soil |
| 202 | (MJP-DSR 23 - 24, P.No. 37 I.No. 1) |
| 203 | Item No. 4B - Excavation for foundation / pipetrenches 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.(Bd-A-3/259) |
| 204 | Lift 0 to 1.5 M. |
| 205 | (MJP-DSR 23 - 24, P.No. 37 I.No. 3) |
| 206 | Item No. 4C - Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259) |
| 207 | (MJP-DSR 23 - 24, P.No. 37 I.No. 5) |
| 208 | Item No. 4D - Excavation for foundation / pipe trenches in hard rock by controlled blasting line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 209 | Lift 0 to 1.5 M. |
| 210 | (MJP-DSR 23 - 24, P.No. 38 , I.No. 7) |
| 211 | 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) |
| 212 | (MJP-DSR 23 - 24, P.No. 41 I.No. 16) |
| 213 | Item No. 6 - Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cem-ent solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). |
| 214 | 90 mm dia.PVC 4 Kg / cm2 pipe |
| 215 | 75 mm dia.PVC 4 Kg / cm2 pipe |
| 216 | 63 mm dia.PVC 4 Kg / cm2 pipe |
| 217 | (MJP DSR 23 - 24, P.No.78, I.No. 4/a/i,ii,iii) |
| 218 | Item No. 7 - Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and lobour and water for testing for specified length including cutting, placing end cap making arrengment for filing safe water using reciprocating typs pumps which should be able to provide specifiedtest spressure gauges and other nececcary equipment, labour, opration, charges etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. etc complete. |
| 219 | 90 mm dia.PVC 4 Kg / cm2 pipe |
| 220 | 75 mm dia.PVC 4 Kg / cm2 pipe |
| 221 | 63 mm dia.PVC 4 Kg / cm2 pipe |
| 222 | (MJP DSR 23 - 24, P.No.79, I.No. 5/a/i,ii,iii) |
| 223 | Item No. 8 - Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. |
| 224 | following sluice valve Without bypass arrangement class PN-1 |
| 225 | 80 mm Sluice valve |
| 226 | 65 mm Sluice valve |
| 227 | (MJP DSR 23 - 24, P.No.148, I.No. 4/ii,iii,iv) |
| 228 | Item No. 9 - Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete. |
| 229 | A) All socketed special or socketed branch flanged special of all diameter. |
| 230 | (MJP DSR 23 - 24, P.No.70, I.No. 7d. ) |
| 231 | Item No. 10 |
| 232 | 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) |
| 233 | (MJP DSR 23 - 24, P.No.47, I.No. 1/b. ) |
| 234 | Item No. 11 |
| 235 | 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-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves valves and specials will be supplied free of cost at stores |
| 236 | 1 ) 80 mm |
| 237 | 2 ) 100 mm |
| 238 | (MJP DSR 23 - 24 , P. No. 58 , I. No. 10/i,ii ) |
| 239 | Item No. 12 |
| 240 | 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. |
| 241 | (MJP-DSR 23 - 24, P.No. 40, I.No. 15) |
| 242 | Subwork No. 6 :- Miscellaneous Works |
| 243 | Item No. 1 :- Providing and fixing board displaying information, such as \"Nameofwork, Tendercost, Name of Contractor, Work completion and liability periodetc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamelon backside and border /messages /symbols etc. with approved colour shade paint complete, on M. S. angle of size 35 x35 x 3mm frame with properly cross braced M. S. angles of size 35mm x 35mm x 3mm duly painted including Two M. S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge . |
| 244 | (PWD DSR 2022-23, SSR I.No. 6.36 , MORTH-801) |
| 245 | Item No. 2 :- Commissioning, running andmaintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and whoshould also administer chemical dose for aperiod of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 246 | (MJP DSR 2023-24 , P.No. 295, I.No. 1a+ 10%) |
| 247 | Subwork No. 7 :- Trench Gallery |
| 248 | Item No. 1 - Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete includingcost of RCCcollar,etc.complete. 450mmdia |
| 249 | 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.(Bd-A-1/259) |
| 250 | Item No. 3 - Excavation for foundation / pipetrenches 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.(Bd-A-3/259) |
| 251 | Item No. 4 - Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259) |
| 252 | Item No. 5 - Excavation for foundation / pipe trenches in hard rock by controlled blasting line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 253 | Item No. 5 - Lowering, layingand jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. Complete as directed by Engineer-in-charge.450mmdia |
| 254 | Item No. 7 - Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. |
| 255 | 40mm guage pabbles |
| 256 | 12 to 20 mm pebbels |
| 257 | 6 to 12 mm pebbels |
| 258 | Coarse sand ( from river sand at site) |
| 259 | Fine sand ( from river sand at site) Please Enable Macros to View BoQ information |
