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| Sl. No. | Item Description |
| 1 | ESR capacity with staging 18 M- 436 KL |
| 2 | Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & construction of ESR all complete job. |
| 3 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging Consisting of columns, internal and External bracings spaced vertically not More than 4.5 metres centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR shaving Capacity above 500 Cum including Excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and outside face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in 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, outside, Stainless steel ladder in contenor, C.I. manhole frame and covers, water level indicators,l ightening conductor, G.I. pipe railing around walk way and top slab, Providing Stair case from ground level to roof level , MS Grill Gate of 2M Height with locking arrangement of approved design,B.B. Masonary Chambers For all valves ventilations shafts, providing and applying three coats acrylie emulsion with silicon edditives paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground part soft the structure and giving satisfactory water tightness test as per IS code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in chief. |
| 4 | Providing spiral stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, providing and applying three coats of Cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment forunder ground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting then ameof the scheme and other details on there servoir as per the directions of Engineer In - Charge. |
| 5 | Notes |
| 6 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 2009 or revised.) |
| 7 | 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 over head tanks. |
| 8 | For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. |
| 9 | The Entire structure shal be M/250 mix only .However concrete in contract with water such as container base slab,walls,roofs slab & putting in water base area shall be in M300 |
| 10 | Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imild steel bars will not be allowed |
| 11 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 12 | These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral stair case for E.S.R. above 2 lakh litres capacity. |
| 13 | Staging shall have to bede signed with stresses of M-200 concrete for ESR. However all RCC construction should be donein M-250. Structures in contact with water shall be designed & casted in M-300 |
| 14 | These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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 pipe sand valves including cost of jointing materials upto 5 M beyond outer face of outer most column. |
| 18 | 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 in side and out side. |
| 19 | Below mentioned rates are for foundation swith 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 5MT / 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. |
| 20 | 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 beused. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. |
| 21 | ESR 1 (capcity 436 KL)with staging 18 m , |
| 22 | Construction of 1.65 MLD capacity Unconventional WTP |
| 23 | Designing (aesthetically), providing constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plant consisting of Civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level,ceramic tiles for floring,acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, and trial for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job) works. |
| 24 | Aeration fountain |
| 25 | Inlet arrangements |
| 26 | Mixing channel with ventury flume and flow measuring arrangement |
| 27 | Inlet channel |
| 28 | Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes |
| 29 | Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance |
| 30 | Rapid sand gravity filters |
| 31 | Filter house |
| 32 | Chemical house |
| 33 | Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping. |
| 34 | Gravity feed gas chlorinator with 100% standby. |
| 35 | TCL solution tank with mixing, carrying and dosing arrangement with piping. |
| 36 | Bypass arrangement |
| 37 | External and internal electrification |
| 38 | Laboratory equipments |
| 39 | Wash water tanks of capacity equal to 12 minutes to wash specified numbers of filter beds at time at 600 liters/ m2 / m under head of 12 m at under drain. |
| 40 | Wash water pumps with 100% standby |
| 41 | Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg / sqcm at the under drains (100 % standby). |
| 42 | Pure water sump of capacity equal to 1 hour pumping capacity. |
| 43 | Pure water pump house over the sump / by the side of sump. |
| 44 | Drainage arrangements |
| 45 | Alum store |
| 46 | Sanitary block with necessary water supply and drainage arrangements and internal WBM roads. |
| 47 | These rates are applicable for seismic zones 2, 3 and 4. |
| 48 | Rates given below are inclusive of uplift pressure if any and dewatering during the entire work. |
| 49 | All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300. |
| 50 | Note-Above conditions shall form a part and parcel of the tender. |
| 51 | Unconventional Treatment Plants 1.65 MLD capacity . |
| 52 | Providing, installing and giving satisfactory field testing of flange ends Bulk water of following type and as mentioned below in (a) and (b) with FGI-250 cast iron boby, class \\"B\\" confirming to IS : 2373 or as per ISO - 4064,marked to read in metric system, alongwith manufacturer's test and guarantee certificate including cost of all material and labour with ISI mark or EEC mark. |
| 53 | Construction of R.CC intake well cum pump house with Dia of well-5.00 M,Steining wall-12.31 M and hieght of pump house-5M. |
| 54 | Earth work in excavation of foundation trenches of toe wall , spillway, head regulator, outlet, intake well etc as per designed section in all kinds of soil including , moorum soil, mixed with Kankar, pebbles and bouldersupto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial initial lift of 1.50 mtr as per specification and direction of E/I.(As per WRD:5.1 14.1.21.2) |
| 55 | Initial Lift |
| 56 | 1st Lift |
| 57 | 2nd Lift |
| 58 | 3rd Lift |
| 59 | Providing and laying P.C.C or R.C.C. M-150 with nominal mix (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge.R.C.D 12.8A Page 136 |
| 60 | Foundation |
| 61 | Plain/Reinfoced Cement concrete in openfoundation complete as per drwaing and technical specifications, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S or Tor reinforcement). |
| 62 | RCC Grade M300 using batching plant, transit mixer & manual placing |
| 63 | Plain/Reinforced Cement Concrete, in WellFoundation complete as per Drawing and Technical Specification and as directed by Engineer -in- Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with CM 1:3 of sufficeint minimoum thickness if special finish is to be provided and curing etc. complete. (weight batching and mix design for M-30 only.Use of LNT,ACC,AMBUJA,BIRLA GOLD,MANIKGAD,RAJSHREE.etc cement is permitted including MS, or TOR reinforcement ) For RCC -30 grade slabs/landings/vertical/walls/waist/steps for staircase |
| 64 | RCC Grade M30 using batching plant & manualplacing |
| 65 | Providing and costing in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, centering plywood,formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete (by weigh bacthing and mix design for M-250 only .LNT,ACC,AMBUJA,BIRLA GOLD,MANIKGAD,RAJSHREE.etc cement is permitted including MS, or TOR reinforcement ) For RCC -30 grade slabs/landings/vertical/walls/waist/steps for staircase |
| 66 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in slab Height above 10m |
| 67 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Height above 10m |
| 68 | Quantity of RCC Beam (floor and roof) |
| 69 | Providing and fixing in position C.I. Type dapuri steps of 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. |
| 70 | Providing R.C.C M-25 in nominal mix (1:1:2) in Lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. |
| 71 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in slab Height above 10m in RCC lintel |
| 72 | Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F. M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 73 | Providing R.C.C M-25 in nominal mix (1:1.5:3) in Column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. |
| 74 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in slab Height 5m to 10m. Quantity of RCC Column |
| 75 | Providing 63 mm average thick RCC M-250 with nominal mix of (1:1.5:3) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 ncluding,taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating,striking,6 mm thick cement plaster (1:4) in ceiling and sides of chhajja with sand of FM 1.5,curing (but excluding the cost of reinforcement) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Height above 10m I. |
| 76 | Providing 50mm thick pre cast R.C.C. M-20 with nominal mix of (1:1.5:3) Jali in ventilator with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M. 2.5 to 3 with 1.6mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing, all complete, as per building specification and direction of E/I |
| 77 | Providing 12 mm thick water proof cement plaster (1:3) with approved quality clean coarse sand of FM 1.5 with 5% cico or any other water proofing compound including screening curing,with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 78 | Providing 12 mm thick cement plaster (1:6) on wall of P.H. with approved quality of clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 79 | Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of clean coarse sand of FM 1.5 including screening,curing with all leads and lift of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 80 | Providing 1.5 mm neat cement punning in dado including curing carriage of water with all leads and lifts as per building specification & direction of E/I. |
| 81 | Supplying and fixing rolling shutters of approved make ,made of required size M.S. laths ,interlocked together through their entire length and joined together through their entire length and joined together at the end by end rocks ,mounted on specially designed pipe shaft with brackets ,side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS :4454 part 1 and M.S top cover of required thickness for rolling shutters 80x1.25 mm M.S laths with 1.25 mm thick top cover |
| 82 | Providing & Fixing ball bearing for rolling shutter (excluding GST & cess) |
| 83 | Supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100x16x3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges,handle per teps, catch springs 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I.counter sunk machine screw and nuts and applying a coat of red lead paint,carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I |
| 84 | Supplying, fitting & fixing M. S. Grill made of 20 x 6 mm M.S. flat as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, carriage of grill to work site, hoisting as per the building specification & direction of E/I. (where materials is not supplied by the Dept.) |
| 85 | Providing and fixing G.I. pipe railinghaving 1.0 M height consisting 50 x 50 x 6mm thick M.S. angles as verticals at 1.5 Mc/c and additional posts at every cornerwith 3 rows of 25 mm dia G.I. pipes ofmedium class variety as horizontal andpainting 3 coats of oil paint over 1 coat ofanticorrosive paint of approved colour andshade including cost of all labour,transporting bends to curved shape, etc.complete. |
| 86 | Providing TMT reinforcement (TOR steel) 08 mm dia to 20mm dia as per approved design drawing,removal of rust cutting,bending,binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I. |
| 87 | Supplying all materials, labours, tools and hosting,placing & fixing in position of R.S. joist (250 X 125 mm) size including cost of cutting & straightening of the R.S. joist to reacquired shape & size,supplying for fixing the chain pulley block all complete job as per the direction of E/I.(B.C.D Item JH 3C (i) 5.5.26 + material cost ) |
| 88 | Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding,curing and taxes all complete as per building specification and direction of E/I. |
| 89 | Providing Two coat of painting with ready mixed paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt’s, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per direction of E/I. (Mode of measurement :- area shall be multiplied by the co- efficient as indicated in building specification.). |
| 90 | C.I. cover with frame for manhole and inspection chamber 600 X 450 mm with 10% CP |
| 91 | Providing and fixing in position C.I./M.S. rose pieces in Intake well including cost of all materials and labour, Painting with three coats of anti-corrosive all paints, etc complete as directed by Engineer-in-charge |
| 92 | Providing and fixing M.S. sluice gate in position as per detailed drawing and specifiaction including cost of all materials, labour, operating pedestal, connecting road, paionting with 3 coats of anti corrosive paint etc complete as directed by Engineer-in-charge. |
| 93 | Supplying equipments and labour for backfilling the excavated earth around staining wall all complete as per specification and direction of E/I. |
| 94 | Providing and fixing copper lightining conductor including copper rod of 20mm dia as per upper terminal 1.5 m long with a knob at end with conical spike at top, copper tape conductor 20 X 3mm size, copper esarth plate of 3mm thick and 0.81 sqm in area, clams at 1m center to center including, neccessary excavation, laying and fixing the conductor, providing and fixing 40mm G.I. pipe upto 3 m height from ground and 0.5m below ground includoing making all connections, filling the earth pit with charcoal, salt etc. and refilling and watering etc. complete as per specifications laid down in relevent I.S., codes |
| 95 | Extra rate per mtr. |
| 96 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 97 | Cement 10 KM lead |
| 98 | Steel 10 KM lead |
| 99 | Sand 36 KM lead |
| 100 | Bricks 6 KM lead |
| 101 | Stone/Stone Chips 11 KM lead |
| 102 | Construction of Gang Way 50 M long RCC Gangway |
| 103 | Earthwork in excavation of foundation trenches in all kinds of soil as below & disposal of excavated earth obtained to a distance up to 50M including all lift levelling,ramming the foundation trenches removing root of trees,shurbs all complete as per approved design. |
| 104 | Soil item class B |
| 105 | Soil item class C |
| 106 | Providing P.C.C M-15 in nominal mix of (1:2:4) in foundation with approved quality of stone chips (30mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I. |
| 107 | Providing and laying in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work in foundation like raft,grillage,strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood formwork, bully/steel prop-ups, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-300 only. (excluding M.S, or Tor ln RCC) |
| 108 | Plain/Reinfoced Cement concrete in openfoundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant, transit mixer & manual placing RCC in foundation |
| 109 | Plain/Reinfoced Cement concrete in openfoundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant, transit mixer & manual placing For Columns |
| 110 | Plain/Reinfoced Cement concrete in openfoundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant, transit mixer & manual placing. For Bracings & Beams |
| 111 | Plain/Reinfoced Cement concrete in openfoundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant, transit mixer & manual placing |
| 112 | RCC in Slab |
| 113 | Providing and fixing G.I. pipe railinghaving 1.0 M height consisting 50 x 50 x 6mm thick M.S. angles as verticals at 1.5 Mc/c and additional posts at every cornerwith 3 rows of 25 mm dia G.I. pipes ofmedium class variety as horizontal andpainting 3 coats of oil paint over 1 coat ofanticorrosive paint of approved colour andshade including cost of all labour,transporting bends to curved shape, etc.complete. |
| 114 | 12 mm thick cp (1:4) in ceiling with approved quality of sand of requisite FM(2.5 to 3.0)washed and screened including curing ,scaffolding wherever required and its removal royalty and all taxes etc complete job as per building specification and direction of E/I. |
| 115 | Providing 25 mm thick 1st class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:3) with 6 mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of E/I. |
| 116 | Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding,curing and taxes all complete as per building specification and direction of E/I. |
| 117 | Providing tor steel reinforcement of 10 mm,12 mm & 16mm dia bar as per approved design and drawing excluding carriage of bar to work site cutting,bending,binding including supplying annealed wire with cost of wire,removal of rust,placing MS rods in position all complete job as per specification and direction of E/I. |
| 118 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 119 | Cement 10 KM lead |
| 120 | Sand 36 KM lead |
| 121 | Steel 10 KM lead |
| 122 | Stone/Stone Chips 11 KM lead |
| 123 | Estimate for coffer DAM |
| 124 | Providing, constructing coffer dam in river basin/dam storages as per type design including excavation,filling the middle portion with B.C.soil (in gunny bags if required).Providing impervious / semimpervious materials on both side of B.C.soil(in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge,till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge. |
| 125 | For Gangway |
| 126 | For Intake Well |
| 127 | Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches,well works by using pumps & other devices including disposing off water to some distance as directed by the engineer-in-charge.including cost of machinary,labour fuel etc complete. |
| 128 | For Gangway |
| 129 | For Intake Well |
| 130 | Mechanical & Electrical Work at Intake well |
| 131 | Supply, installation, testing and commisssioning of raw water pumps sets with the following allied equipment as under: |
| 132 | Supplying , erecting and commissioning of Single/multi stage Vertical turbine pump sets (make: Kirloskar/Jyoti /WPIL) as per IS 1710, capable of discharging 18.92 LPS against a head of 40 m, consisting of bowl assemblies, bronze impellers, column assembly, stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 15% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ [make: Kirloskar / ABB/ Marathon/ CGL] all complete with required size of sluice valve and non- return valve standard fitting, strainers, foot valve, reducer, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 133 | Discharging - 18.92 LPS and Head - 40 M (1W + 1S) |
| 134 | Providing , erecting and commissioning LT Motor Control Panel board fabricated with MS sheet and painted, dust-vermin proof. Floor mounted cubical Panel board shall be consisting of proper power distribution 250 A copper busbar- 4 pole, 1 no. 250 A MCCB as incoming feeder and 2 nos. 100 A MCCB as outgoing feeders for motors, 1 no. 100A MCCB as spare feeder (for motor), 2 no. 63A MCB for lighting and other loads. Including selector switches, switch disconnector isolator, Voltmeters, Ampere meters, MFM, indicator lamps, internal wiring, Danger board, protection units & relay, capacitor banks/APFC , etc. all complete and as per IS and direction of E/I .[Contactor will again have to check the design of Panel and get it approved by the department.] |
| 135 | Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ONOFF push buttons, with necessary material and connected to supply, etc complete. 25 HP |
| 136 | Power wiring with required 70 Sq mm 3.5 core 1.1KV grade armoured Aluminium cables,XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House.Laying,jointing and making proper terminations,etc.all complete |
| 137 | Power wiring with required 25 Sq mm 3 core 1.1KV grade unarmoured Copper cables,XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors,including laying on wall or on floor as where required,jointing and making proper terminations,etc.all complete |
| 138 | providing,erecting Earthing for each motor & stablizer with all required materials,etc.all complete. |
| 139 | Cost of 3T Triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift,tested to 50% over load as per IS 3832 carry ISI etc.all complete job,as per the site requirement. |
| 140 | (Mechanical & Electrical Part at WTP) |
| 141 | Suplly, installation, testing and commisssioning of Clear water pumpsets with following equipments and details as under: |
| 142 | Providing , erecting and commissioning of Multi stage/ Horizontal Split Casing/ Multi stage centrifugal pump. (make: Kirloskar /WPIL/ JYOTI/ flowmore) as per IS 5120, capable of discharging 18.92 LPS against a head of 35 m, consisting of bronze impellers, stainless steel pump shaft,etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 15% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar / ABB/Bhel/Crompton/ Marathon/ CGL] all complete with required size of sluice valve and non- return valve standard fitting, strainers, foot valve, reducer, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 143 | Discharge 18.92 LPS and Head 35M,(1W+1S) |
| 144 | Providing , erecting and commissioning LT Motor Control Panel board fabricated with MS sheet and painted, dust-vermin proof. Floor mounted cubical Panel board shall be consisting of proper power distribution 250 A copper busbar- 4 pole, 1 no. 250 A MCCB as incoming feeder and 2 nos. 100A MCCB as outgoing feeders for motors, 1 no. 100A MCCB as spare feeder (for motor), 2 no. 32A, MCB, 63A MCCB & 1 no. 100A MCCB, for lighting and other loads. Including selector switches, switch disconnector isolator, Voltmeters, Ampere meters, MFM, indicator lamps, internal wiring, Danger board, protection units & relay, capacitor banks/APFC , etc. all complete and as per IS and direction of E/I . |
| 145 | Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt,3 phase, 50 Hz with no volt coil, over load relay and ONOFF push buttons, with necessary material and connected to supply, etc complete. 25 HP |
| 146 | Power wiring with required 70 Sq mm 3.5 core 1.1KV grade armoured Aluminium cables,XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House.Laying,jointing and making proper terminations,etc.all complete |
| 147 | Power wiring with required 25 Sq mm 3 core 1.1KV grade unarmoured Copper cables,XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors,including laying on wall or on floor as where required,jointing and making proper terminations,etc.all complete |
| 148 | providing,erecting Earthing for each motor & stablizer with all required materials,etc.all complete. |
| 149 | Cost of 3T Triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift,tested to 50% over load as per IS 3832 carry ISI etc.all complete job,as per the site requirement. |
| 150 | Raw Water Rising main. |
| 151 | DI Pipe for water works with socket & spigot ends in standard working lengths of 4.5,5.5 & 6m for classification K-9 suitable for push on joint (rubber gasket D jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( Including cost of one No gasket for each Pipe ) |
| 152 | DI K-9,Dia 200mm |
| 153 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge |
| 154 | soil Class B |
| 155 | soil Class C |
| 156 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 157 | Providing and supplying of 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 pipescomplete as per IS-9523 class K-12 (ex factory rates ) inspection charge transportation,CP extra. |
| 158 | Labour Charge for one cutting of cast iron/DI pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I. 150 mm |
| 159 | Supplying labour tools and tackles for testing of Lead CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 160 | DI K-9,Dia 250mm |
| 161 | Supplying tool cutting road as well restoring the same as per specification and direction of E/I |
| 162 | Pucca road (except black top only taken out materials to be used ) for cutting road as per requirement |
| 163 | Water Bound Macadam Road (taken out material to be used ) for cutting road as per requirment |
| 164 | Dismentaling plain cement or lime concrete work including stacking |
| 165 | Providing PCC M-150 in nominal mix of (1:2:4) in Road with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 166 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 167 | Sluice Valve-Dia 200 mm |
| 168 | Providing and supplying ISI mark CI D/F Reflux valves (NR valves Following dia inspection Charge Unloading From railway wagon, loading into truck transportation upto departmental stores/site, unloading ,stacking etc. Complete. Reflux valves as per IS 5312 Part-I (1984) without bypass arrangement- PN-1.6 250 mm |
| 169 | Providing and supplying air valve as per IS-14845-2000 and MJP's standard specification of approved make & quality of following diameters including all taxes ( central and local), railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete.depatmental. |
| 170 | 50 mm dia Air Valve |
| 171 | Lowering, laying and fixing in proper alignment and position all type of C.I air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. complete(for all class of valves).Air Valve Singe Ball(PN-1 and PN-1.6) |
| 172 | 32 mm dia Air Valve |
| 173 | Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 174 | Sluice Valve-Dia 200 mm |
| 175 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches without supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I. |
| 176 | DI-K9,Dia 200mm |
| 177 | construction of masonary sulice valve chamber of size (1.2 X 0.90X 1.50) m (Sluice Valve + Air valve ) |
| 178 | Thrust Bock for rising mains (Including 10 nos. of anchorage of rising pipe) |
| 179 | Clear Water Rising main. |
| 180 | DI Pipe for water works with socket & spigot ends in standard working lengths of 4.5,5.5 & 6m for classification K-9 suitable for push on joint (rubber gasket D jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( Including cost of one No gasket for each Pipe ) |
| 181 | DI K-9,Dia 200mm |
| 182 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge |
| 183 | soil Class B |
| 184 | soil Class C |
| 185 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 186 | Providing and supplying of 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 pipescomplete as per IS-9523 class K-12 (ex factory rates ) inspection charge transportation,CP extra. |
| 187 | Labour Charge for one cutting of cast iron/DI pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I. 150 mm |
| 188 | Supplying labour tools and tackles for testing of Lead CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 189 | DI K-9,Dia 250mm |
| 190 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 191 | Sluice Valve-Dia 200 mm |
| 192 | Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 193 | Sluice Valve-Dia 200 mm |
| 194 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches without supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I. |
| 195 | DI-K9,Dia 200mm |
| 196 | construction of masonary sulice valve chamber of size (1.2 X 0.90X 1.50) m (Sluice Valve + Air valve ) |
| 197 | Thrust Bock for rising mains (Including 10 nos. of anchorage of rising pipe) |
| 198 | Distribution System |
| 199 | DI Pipe for water works with socket & spigot ends in standard working lengths of 4.5,5.5 & 6m for classification K-7 suitable for push on joint (rubber gasket D jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( Including cost of one No gasket for each Pipe ) |
| 200 | DI K-7,Dia 100mm |
| 201 | DI K-7,Dia 150mm |
| 202 | DI K-7,Dia 200mm |
| 203 | DI K-7,Dia 250mm |
| 204 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge |
| 205 | Soil item class B |
| 206 | Soil item class C |
| 207 | Supplying tool cutting road as well restoring the same as per specification and direction of E/I |
| 208 | Pucca road (except black top only taken out materials to be used ) for cutting road as per requirement |
| 209 | Water Bound Macadam Road (taken out material to be used ) for cutting road as per requirment |
| 210 | Dismentaling plain cement or lime concrete work including stacking |
| 211 | Providing PCC M-150 in nominal mix of (1:2:4) in road restoration with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 212 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.(for classification of soil item A & B) |
| 213 | 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 pipescomplete as per IS-9523 class K-12 (ex factory rates ) inspection charge transportation,CP extra. |
| 214 | Labour Charge for one cutting of cast iron/DI pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I. |
| 215 | 100mm |
| 216 | 150 mm |
| 217 | 200 mm |
| 218 | 250 mm |
| 219 | Supplying labour tools and tackles for testing of Lead CI or UPVC or HDPE or AC pressure pipe up to 60 meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 220 | DI K-7,Dia 100mm |
| 221 | DI K-7,Dia 150mm |
| 222 | DI K-7,Dia 200mm |
| 223 | DI K-7,Dia 250mm |
| 224 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6 with ED) |
| 225 | DI K-7 Dia 100mm |
| 226 | DI K-7 Dia 150mm |
| 227 | DI K-7 Dia 200mm |
| 228 | DI K-7 Dia 250mm |
| 229 | Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 230 | DI K-7-Dia 100mm |
| 231 | DI K-7-Dia 150mm |
| 232 | DI K-7-Dia 200mm |
| 233 | DI K-7-Dia 250mm |
| 234 | Construction of masonary sulice valve chamber of size (1.2 X 0.90X 1.50) m (Sluice Valve + Air valve ) |
| 235 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification without rubber gasket and direction of E/I. |
| 236 | DI-K7,Dia 100mm |
| 237 | DI-K7,Dia 150mm |
| 238 | DI-K7,Dia 200mm |
| 239 | DI-K7,Dia 250mm |
| 240 | Providing, installing and giving satisfactory field testing of flange ends Bulk water of following type and as mentioned below in (a) and (b) with FGI-250 cast iron boby, class \\"B\\" confirming to IS : 2373 or as per ISO - 4064,marked to read in metric system, alongwith manufacturer's test and guarantee certificate including cost of all material and labour with ISI mark or EEC mark |
| 241 | BOUNDARY/ COMPOUND WALL (Boundary wall =196.4 M) |
| 242 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. |
| 243 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 244 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume). |
| 245 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 246 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone Aggregate grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation: |
| 247 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone Aggregate grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation: |
| 248 | Centering & shuttering |
| 249 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 250 | Centering & shuttering |
| 251 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 252 | Centering & shuttering |
| 253 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 254 | Centering & shuttering |
| 255 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 256 | Qnty. Wall |
| 257 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 258 | Qnty.Wall |
| 259 | providing two coats of snow cerm of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper , scaffolding,curing and taxes all complete as per building specification & direction of E/I. . |
| 260 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 261 | filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 262 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 263 | Cement 10 KM lead |
| 264 | Steel 10 KM lead |
| 265 | Sand 36 KM lead |
| 266 | Bricks 6 KM lead |
| 267 | Stone/Stone Chips 11 KM lead |
| 268 | Cost of Gate (2 nos) |
| 269 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 270 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume). |
| 271 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 272 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation: |
| 273 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone Aggregate grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 274 | Centering & shuttering |
| 275 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone Aggregate grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 276 | Centering & shuttering |
| 277 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone Aggregate grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 278 | Centering & shuttering |
| 279 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 280 | filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 281 | Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme of size 60x60x6 mm including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of E/I. |
| 282 | Qnty. |
| 283 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface |
| 284 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 285 | Cement 10 KM lead |
| 286 | Steel 10 KM lead |
| 287 | Sand 36 KM lead |
| 288 | Bricks 6 KM lead |
| 289 | Stone/Stone Chips 11 KM lead |
| 290 | Staff Quarters |
| 291 | E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - B ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 292 | Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume). |
| 293 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 294 | Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge. |
| 295 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 296 | Providing 50 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 297 | Providing designation 75 A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 298 | Providing R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I. |
| 299 | Centering & shuttering |
| 300 | Providing average 63 mm thick R.C.C.M-200 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I. |
| 301 | Centering & shuttering doors windows |
| 302 | Centering & shuttering shelves |
| 303 | Providing R.C.C. M-200 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I. |
| 304 | Centering & shuttering for roof slab |
| 305 | Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I. |
| 306 | Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I . |
| 307 | Supplying fitting & fixing 38mm(1.5) thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I. |
| 308 | Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.) |
| 309 | 40Kg / sqm (40x7.56m2) |
| 310 | Providing 40 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I. |
| 311 | Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.). |
| 312 | Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.) |
| 313 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 314 | Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I. |
| 315 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6\\" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I |
| 316 | filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume) |
| 317 | Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads making proper slope & blending the top with cement mortar (1 :10) all complete as per building specification & direction of E/I. |
| 318 | Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I |
| 319 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I) |
| 320 | White washing Providing Two coats of snowcem of approved shade and make over a coat of cement primer on new surface with approved quality of lime including cost of cleaning surface thorughly and removing the scales of smoke and mosh marks etcs as per building specification & direction of E/I. |
| 321 | Providing all materials,labours & doing 2(two) coat colour washing over a coat of white wash with approved quality of lime and colour over the new surface including the cost of cleaning surface thoroughly and removing the scales & ash marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 322 | Providing two coats of painting with readymix paint over a coat of primer of approved shad and make over new wooden surface afetr cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 323 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 324 | Providing two coats of painting with ready mixed paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I. |
| 325 | Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of bars to work site ,cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA ) |
| 326 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 327 | Cement 10 KM lead |
| 328 | Steel 10 KM lead |
| 329 | Sand 36 KM lead |
| 330 | Bricks 6 KM lead |
| 331 | Stone/Stone Chips 11 KM lead |
| 332 | Water Supply Sanitation Installation (Plumbing work) |
| 333 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 334 | i) 25mm GI. Pipe. |
| 335 | ii) 15 mm GI. Pipe. |
| 336 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 337 | i) 15 mm GI. Pipe |
| 338 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. 25 mm |
| 339 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 340 | (a) Elbow 15 mm dia |
| 341 | (b) Tee plane 15mm dia |
| 342 | (c) Nipple 15mm dia. |
| 343 | (d) Union Socket 25mm dia |
| 344 | (e) Union Socket 15mm dia |
| 345 | (f) Brass bib cock 15mm dia |
| 346 | (g) C.I stop cock 15mm dia |
| 347 | (h) C.I. stop cock 25mm dia |
| 348 | (i) Reducing Socket 25x15mm |
| 349 | (j) Tee 25x25x15mm dia |
| 350 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVCSystem). |
| 351 | SEPTIC TANK and SOAK PIT |
| 352 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. |
| 353 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 354 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 355 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 356 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I. |
| 357 | (a) 19 mm thick |
| 358 | (b) 12 mm thick |
| 359 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 360 | (a) B/W in C.M (1:4) |
| 361 | (b) B/W 75-B in (1:6) for Soak pit |
| 362 | (c) Brick work in dry masonry for soak pit. |
| 363 | Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 364 | Providing Tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 365 | 10 mm dia |
| 366 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 367 | (a)100mm dia H.C.I. Tee. |
| 368 | (b) 100mm dia H.C.I. Band |
| 369 | (c) 50mm dia H.C.I. Cowel |
| 370 | (d) 50mm dia H.C.I. Vent pipe |
| 371 | (e) 100mm H.C.I. Pipe |
| 372 | Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 373 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 374 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 375 | Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 376 | Carriages of materials |
| 377 | (a) Brick –6 KM lead |
| 378 | (b) Sand -36 KM lead |
| 379 | (c) Stone chips -11 KM lead |
| 380 | (d) Steel 10 KM |
| 381 | (d) Cement- 10 KM lead |
| 382 | Electrical Works |
| 383 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 384 | Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 385 | Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required |
| 386 | Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required |
| 387 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 388 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 389 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type |
| 390 | Supplying and fixing 6 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required |
| 391 | Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 392 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 393 | PVC con 20 mm PVC pipe |
| 394 | PVC con 25 mm PVC pipe |
| 395 | Installation commissioning and testing Ceiling Fan |
| 396 | Carriage of ceiling fan and regulator |
| 397 | Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction |
| 398 | Supplying ,fitting and fixing breas batten/ angle holder including connection etc. |
| 399 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required. |
| 400 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required. |
| 401 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 402 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 403 | Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required. |
| 404 | Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule |
| 405 | House/Quater Connection -275 nos. |
| 406 | Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.(For soil item A) |
| 407 | Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I |
| 408 | Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm) |
| 409 | Lowering laying and Jointing HDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm) |
| 410 | Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I (3mm dia) |
| 411 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia) |
| 412 | Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I |
| 413 | 20mm dia plug |
| 414 | 20mm dia socket |
| 415 | Operation & Maintenance for Five years (excluding energy charge) |
| 416 | O/M work with Labour component & Materials for 1st Year |
| 417 | As per SBD Section - 5 Clouse 9.10 |
| 418 | O/M work with Labour component & Materials for 2nd Year |
| 419 | As per SBD Section - 5 Clouse 9.10 |
| 420 | O/M work with Labour component & Materials for 3rd Year |
| 421 | As per SBD Section - 5 Clouse 9.10 |
| 422 | O/M work with Labour component & Materials for 4th Year |
| 423 | As per SBD Section - 5 Clouse 9.10 |
| 424 | O/M work with Labour component & Materials for 5th Year |
| 425 | As per SBD Section - 5 Clouse 9.10 |
| 426 | Add 18 % GST |
| 427 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
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