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| Sl. No. | Item Description |
| 1 | ExcavationEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A)and disposal of excavated earth as obtained to a distance upto 50m, 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 |
| 2 | Refilling with excavated earthFilling in foundation trenches & plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation within a lead of 50m & lift of 1.50m all complete as per buiding specification and direction of E/I |
| 3 | Construction of embankment with material deposited from roadway cutting( construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 4 | SolingRandom rubble dry stone Karanja (soling) under floor. |
| 5 | Plain Cement ConcreteProviding PCC in nominal mix of 1:2:4 in foundation with approved quality of stone chips with 20mm to 6mm size graded and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position , striking, vibrating, curing, taxes & royalty all complete as per building specification & direction of Engineer in charge.Note:- Cement used in sulphate resistant cement. |
| 6 | Providing PCC in nominal mix of 1:2:4 in foundation with approved quality of stone chips with 20mm to 6mm size graded and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position , striking, vibrating, curing, taxes & royalty all complete as per building specification & direction ofEngineer in charge |
| 7 | Providing PCC in nominal mix of 1:3:6 in foundation with approved quality of stone chips with 20mm to 6mm size graded and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position , striking, vibrating, curing, taxes & royalty all complete as per building specification & direction of Engineer in charge.Note :- Cement used is sulphate resistant cement. |
| 8 | Providing PCC in nominal mix of 1:3:6 in foundation with approved quality of stone chips with 20mm to 6mm size graded and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position , striking, vibrating, curing, taxes & royalty all complete as per building specification & direction of Engineer in charge. |
| 9 | Providing PCC in nominal mix of 1:3:6 in foundation with approved quality of stone metal grade -III (with 50mm to 25mm) size and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position , striking, vibrating, curing, taxes & royalty all complete as per building specification & direction of Engineer in charge.Note:- Cement used is sulphate resistant cement. |
| 10 | Providing PCC in nominal mix of 1:3:6 in foundation with approved quality of stone metal grade -III (with 50mm to 25mm) size and clean coarse sand of FM of 2.5 to 3 including screening , shuttering, mixing cement concrete & placing in position, striking, vibrating, curing, taxes & royalty all complete as per building specification & direction of Engineer in charge.Note:- Cement used is sulphate resistant cement. |
| 11 | Damp Proof CoarseProviding and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 12 | Reinforced Cement ConcreteProviding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in M-25 is sulphate resistant cement @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately)Note :- Cement used is sulphate resistant cement. |
| 13 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in M-30 is @ 350 kg/cum) All work upto plinth level |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in M-30 is sulphate resistant cement @ 340 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately) |
| 15 | ReinforcementSupplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification |
| 16 | Centering/ShutteringCentering and shuttering including strutting, propping etc. and removal of form for all heights. |
| 17 | Foundations, footings, bases of columns, etc. for massconcrete |
| 18 | Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. |
| 19 | Suspended floors, roofs, landings, balconies and accessplatform |
| 20 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Solid Block WorkProviding and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 23 | Random Rubble MasonryProviding random rubble stone masonry in CM 1:4 in foundation and plinth with hammer dressed stone of less than 0.03 cum in volume and clean coarse sand of FM 2 to2.5 including cost of screening , raking out joints to 20mm depth , curing, taxes and royalty all complete as per building specification and direction of E/I |
| 24 | Brick WorkProviding designation 75A brickwork in CM (1:3) in superstructure with approved quality of clean coarse sand of FM 2 to 2,5 including providing 10mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as building specification and direction of E/I |
| 25 | Honey Comb BrickHoney-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 26 | PlasteringProviding 19mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other approved 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.Note :- Cement used is sulphate resistant cement. |
| 27 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other approved 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.Note :- Cement used is sulphate resistant cement. |
| 28 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other approved 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.Note :- Cement used is sulphate resistant cement. |
| 29 | Waste Water PipesProviding at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer.Note : E/w to be measured and paid separately |
| 30 | 110mm nominal dia |
| 31 | 160mm nominal dia |
| 32 | 110mm nominal dia(perforated pipe) |
| 33 | 160mm nominal dia(perforated pipe) |
| 34 | 110 mm dia U-PVC equal Tee (class III, 6kg/sqcm)confirming to IS:7834 |
| 35 | 110 mm dia U-PVC double/ single socketed 90° bend (classIII, 6kg/sqcm) confirming to IS:7834 (elbow fixing at PDB inlet ) |
| 36 | Slotted cowl (terminal guard) 100 mm dia |
| 37 | 160 X 110 mm dia U-PVC Reducer (class III, 6kg/sqcm)confirming to IS:7834 |
| 38 | 160 mm dia End Cap (class III, 6kg/sqcm) confirming toIS:7834 |
| 39 | 110 mm dia End Cap (class III, 6kg/sqcm) confirming toIS:7834 |
| 40 | 160mm U-PVC double/ single socketed 45/22.5/11.25° bend (class III, 6kg/sqcm) confirming to IS:7834 |
| 41 | 160mm U-PVC double/ single socketed 90 degree bend (Class III, 6Kg/sqcm) confirming to IS:7834 (elbow at perforated pipe & register at vent pipe) |
| 42 | Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete .300 mm dia. R.C.C. pipe |
| 43 | Rain Water PipeProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter |
| 44 | ScreensProviding and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 45 | Drain CoverProviding and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions . L.D -2.5 (for length of 35m) |
| 46 | Filter MaterialProviding and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. |
| 47 | Stone Aggregate (Single size): 100 mm nominal size |
| 48 | Stone Aggregate (Single size): 40 mm nominal size |
| 49 | Stone Aggregate (Single size): 20 mm nominal size |
| 50 | Stone Aggregate (Single size): 12.5 mm nominal size |
| 51 | Stone Aggregate (Single size): 06 mm nominal size |
| 52 | Coarse Sand (Zone-III) |
| 53 | Providing and laying of brick bats including cost of material, labour charges etc complete as per specification & E/I |
| 54 | Providing and laying Cinders as a Filter Material In AF as per the instruction given by the site engineer in charge. |
| 55 | PantsProviding and planting common reeds or other rhizome eg. Oyster, Beat, Lily, Cana Indica, Typha, etc. |
| 56 | Splash PlateProviding and laying of kota stone Kota stone slab 25mm thick (rough cheseled) |
| 57 | PaintingProviding two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or sand paper , applying putty wherever required, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I |
| 58 | RoofingProviding corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 59 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 60 | Cement Concrete FlooringProviding 50mm thick cement concrete flooring (1:2:4) with 20mm-6mm size graded stone chips finished with floating coat of neat cement in panels including cost of curing, finishing the surface smooth, taxes & royalty with all complete as per building specification and direction of E/I |
| 61 | Skirting & DadoingProviding and laying 6mm thick mosaic in skirting, dado, steps and pillars of approved texture and colour over 12mm thick cement plaster (1:3) base with sand of FM 1.5 rubbed and polished to granolithic finish with approved quality of carborandum stone, top layer of 6mm being laid with 4mm and down marble chips of approved quality and shade in ration (1:2) cement and marble dust mixed in ratio of (3:1) by weight , marble chips, including casting in approved block, curing, taxes and royalty all complete as per building specification and direction of E/Iwith 100% white cement |
| 62 | Door & WindowProviding and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece. |
| 63 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 64 | Sanitary FittingSupplying and fitting vitreous white glazed earthen ware wash hand basin of parry or Hindusthan or any other I.S.S. approved make supported on CI or R.S. brackets 32mm C.I brass waste, 15mm dia CI body brass spindle stop cock of approved quality of weight not less than 350 grams, 32mm PVC waste pipe 750mm long with brass coupling at one end and making plumber joints etc, all complete as per specification and direction of E/I |
| 65 | Supplying, fitting and fixing 40mm high vitreous white glazed earthen E.W.C with 'P' trap of parry hindusthan or any other approved I.S.S make including supplying and fixing 15 litres CI mosquito proof low down flushing cistern of approved make with complete fittings with C.I handle and R.S or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grams 15mm P.V.C alkathene pipe 45cm long with brass coupling at both ends and white/black plastic solid state seal and lead of commander/cuckoo or other I.S.S make with hinges or screws etc painting pipe and cistern etc with 2 coats of approved paint over a coat of red oxide priming , all complete as per specification and direction of E/I. with 'P' trap, 12.5 lit low level C.I cistern |
| 66 | Water Storage TankProviding and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 67 | LadderProviding, fabricating and erecting MS ladder of 450mm wide made of 65 x 65 x 6mm angle iron and 20mm MS bars for walkway to top of the room including cutting, hoistng, fixing in position and applying a priming coat of approved steel primer complete in all respect as per specifications and the direction of the Engineer. |
| 68 | Kitchen SlabProviding and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.Area of slab over 0.50 sqm |
| 69 | Gate at EntranceSteel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 70 | Water Supply WorksProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 71 | 32 mm dia CPVC pipes |
| 72 | Providing and fixing of 15mm dia brass bib Cock water tap |
| 73 | Sign BoardDirection and place identification signs with size more than0.9 sqm size board(Providing & erecting direction & place identification retro reflectorised signs as per IRC 67 made of encapsulated lens type effective sheeting vide clause 801.3, fixed over aluminium sheeting2mm thk. With area exceeding 0.9 sqm supported on mild steel angle iiron post 75*75*6mm, 2nos firmly fixed together by M15 foundation 45*60*60 cm BGL as per drawing. |
| 74 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes,excluding the cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water and as per direction of the engineer. The tube well should have a throughout bore as per nominal dia of casing pipe:150 mm dia nominal bore. |
| 75 | Supply of ERW M.S black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizesat site of work - 150 mm diameter |
| 76 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS: 8110 -1985 of following nominal bore sizes at site of work. Nominal bore dia: 150 mm |
| 77 | Testing verticality of tube well by plumbing system and yeild test and draw down test by pumping system as per IS:2800 ( part II) 1979 |
| 78 | Supply and fixing of tube well cover of M.S sheet( 6 mm thick) with nuts and bolts complete for casing size of 150 mm dia. |
| 79 | Supply and fixing of MS clamp set of 50 x 6 mm flat iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 80 | Installation of submersible motor pump set in tube well complete (labour charges only) including transportation of tripod, pulley block, and any other material required for lowering purpose. |
| 81 | Providing and lowering of GI flange pipe B class including rubber washer and nuts of 8 mm dis complete in all respect- 50 mm dia |
| 82 | Cement Concrete Pavement SubgradePreparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 83 | Granular Sub BaseConstruction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading - III material |
| 84 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechnical plant carriage of mixed material by tipper to site , for all leads & lifts, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density with smooth 3 wheeled steel roller. |
| 85 | Bituminous MacadamProviding and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.For grading I (40mm nominal size) |
| 86 | Bituminous ConcreteProviding and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed stone aggregates of specified grading premixed with bituminous binder@ 5.4 to 5.6% of mix and filler, transporting the hot mix to site , laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory &tandom rollers to achieve the desired compaction as per MORTH specification clause No 509 complete in all respects..For grading I (13mm nominal size) |
| 87 | WalkwayProviding and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 88 | Kerb StonesCast in situ cement concrete M20 kerb (construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 89 | LANDSCAPING |
| 90 | Supply at site well decayed farm yard manure (supply at site of work well decayed farm yard manure from any available source, approved by engineer in charge includingcleaning and stacking) |
| 91 | Spreading of sludge farm yard manure or/and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for seperately) |
| 92 | Turfing lawns with fine grassing including ploughing, dressing (Turfing lawns with fine grassing including ploughing, dressing, including breaking of clods, removal of rubbish, dressing and supplying of doobs grass roots at 10cm apart including supplying and spreading of fam yard manure at rate 0f 0.6 cum per 100sqm) |
| 93 | Maintenance of lawns with fine grassing for one year |
| 94 | Planting flowering plants and shrubs in central verge |
| 95 | Maintenance of flowering plants and shrubs in centralverge for 1 year |
| 96 | Planting of trees and their maintenance for one year (planting of trees by the road side (avenue trees) in 0.60m dia holes, 1m deep dug in ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench , watering , fixing the tree guard and maintaining the plants for one year) |
| 97 | ELECTRICAL WORK |
| 98 | Ceiling fan 120mm |
| 99 | P & F 1.6 mm thick M.S. Recessed fan box, hexagonal/ round of size 100 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side. |
| 100 | 4*40 watt patty type single tubelight fitting |
| 101 | 36/40 Watt tube light. |
| 102 | Recess mounting LED round down light 12 W |
| 103 | G.I. Earth pipe electrode with salt/charcoal: earthing with GI earth pipe 4.5 mtr long,40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal and salt as required. |
| 104 | Point wiring in PVC conduit, with piano type switch:- Wiring for light point/fan point/ exhaust fan point/ call bell point with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with piano type switch, phenolic laminated sheet,suitable size PVC/GI box etc. |
| 105 | Group C. |
| 106 | S.P 5/6 amps, one way modular switch, ISI marked. |
| 107 | S/F Piano type switch socket:- Supplying and fixing of following piano type switch /socket on the existing switch box cover including connections etc as required |
| 108 | Electronic step fan regulator,deluxe |
| 109 | P & F 18 SWG Sheet steel boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surface or in recessed as required.Size: 150 x 75 x 60 mm |
| 110 | S/F 'C' series, MCB:- Supplying and fixing following, 240 volts, 'C' series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etcas required. |
| 111 | 40 amps, SPN, Single Pole |
| 112 | 2.5 sq mm ISI marked, FR MS PVC insulated, single corecopper conductor cable |
| 113 | 32 mm CPVC pipe as a cable tray |
| 114 | 4 Pole MCCB, 125 amp, 16 KA with fixed thermal magneticsetting. |
| 115 | Non-Schedule Items (Civil Work) |
| 116 | PIPES |
| 117 | 2 Inch Pipe |
| 118 | 2 Inch Elbow |
| 119 | 160mm dia cross pipe |
| 120 | Providing and fixing CI nahani trap of approved make conforming to ISI specifications and construction of cistern in M-15 as per direction (Rate is inclusive of cost of materials, fixtures and conveyance to work spot) 12.5cms X7.5cms |
| 121 | FURNITURE |
| 122 | 5'X3' office table with 4 drawer and 1 cabinet |
| 123 | Nilkamal brand plastic chair model no. rosa |
| 124 | Office cupboard size 78\\"X19\\"X35\\" |
| 125 | PUMPS |
| 126 | CT to ISAF 1.75 HP wastewater pump. Capacity 4 m3/hr @ 12 m (exclusive GST) |
| 127 | Polishing pond. 0.5 HP wastewater pump. Capacity 1-5m3/hr @ 10 m (exclusive GST) |
| 128 | Borewell pump 2HP/20 stage, single phase |
| 129 | STREET LIGHT |
| 130 | Solar Street Light With pole 5 mtr.,Battery 40ah, Panel 100wat.,Wire, Led Light 12wat (excluding GST) |
| 131 | BOREWELL WORKSConduct Hydrogeological investication to determine the most probably spot for bore hole to obtain water. The scientific investication is to be carried in the pressence and in the directions of the engineer and using specialised resistivity measuring instruments. |
| 132 | POWER BACK UP |
| 133 | Technical Specifications of 5 KVA Mahindra Powerol DG SetModel No. KD441-GSI2(Excluding GST) |
| 134 | Fire exitinguisher set of 3 (Including transportation,excluding taxes) |
| 135 | New electricity connection in category of HTS (Double shiftindustries) 11 KV |
| 136 | Control Panel -800 * 800 * 250 ( W*H*D) |
| 137 | Control Panel Plint -800 * 100 * 250 ( W*H*D) |
| 138 | MFM , part number EM 6400, schenider make |
| 139 | O&M Cost of First Year (Schedule Items) |
| 140 | Supervisor Non Diploma Holder (Operator)Skilled manpower to guide discharge of FS into the treatment plant and carry out the required operational activities as suggested in the DPR |
| 141 | Unskilled LabourManpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR |
| 142 | ChowkidarChowkidar required to take care of plant. |
| 143 | Testing of Treated WaterSampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) |
| 144 | PBD Sludge (Empting)Removal of dried sludge from the PDB up to the sand layer, along with the vegetation in the PDB, and disposal of the excavated material to a distance of approx. 100m to pile up in the Sludge storage house, including all lifts, levelling as per approved design , building specification and direction of E/I |
| 145 | LandscapingRenovation of Lawns including, weeding, forking, the ground, top dressing with forked soil |
| 146 | O&M Cost of First Year (Non-Schedule Items) |
| 147 | Pump O&MThis is considered for the day to day maintenance of the cesspool vehicle wear and tear. The value is a standard percentage for a movable asset considering the life span of the vehicle to be working in proper condition for 7 years. The approximation is 100/7 = ~ 15% and is also similar to the standards released by Ministry of Corporate Affairs (MCA) and IGFRS accounting. |
| 148 | Safety EquipmentAll materials as specified in the Part A of DPR (Page 64) |
| 149 | Stationary and General ItemPurchase of necessary stationary/general items for the treatment plant office |
| 150 | Electricity ChargesElectrical components as specified in the Part A of DPR (Page 59) |
| 151 | Schedule Items for Cesspool Vehicle |
| 152 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle assuggested in the DPR |
| 153 | 1 no. of truck driver |
| 154 | Non-Schedule Items for Cesspool Vehicle |
| 155 | Complete O&M and repair of cesspool vehicle and suction pump which includes, painting, general engine repair, tyre change, wheel alignment, FC, engine oil change, coolant and other minor repairs, oil & greasing, valve change andpipe change etc. |
| 156 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips Milage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day |
| 157 | Capital investment cost for technology based operations optimization such that includes installation of GPS, GPS tracker, software subscription, phone bill for call center operations, online payment portals. And tracking charges |
| 158 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. foroperator (1 set) |
| 159 | O&M Cost of Second Year (Schedule Items) |
| 160 | Supervisor Non Diploma Holder (Operator)Skilled manpower to guide discharge of FS into the treatment plant and carry out the required operational activities as suggested in the DPR |
| 161 | Unskilled LabourManpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR |
| 162 | ChowkidarChowkidar required to take care of plant. |
| 163 | Testing of Treated WaterSampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) |
| 164 | PBD Sludge (Empting)Removal of dried sludge from the PDB up to the sand layer, along with the vegetation in the PDB, and disposal of the excavated material to a distance of approx. 100m to pile up in the Sludge storage house, including all lifts, levelling as per approved design , building specification and direction of E/I |
| 165 | Replacement of filter materials - PDBProviding and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.1-2 mm coarse sand |
| 166 | Removal of filter media from the PDB and disposal of the excavated material to a distance of approx. 50m to the tractor, including all lifts, levelling as per approved design, building specification and direction of E/I |
| 167 | Transportation of the removed 1-2 mm sand filter mediafrom PDB to designated place. |
| 168 | LandscapingRenovation of Lawns including, weeding, forking, the ground, top dressing with forked soil |
| 169 | O&M Cost of Second Year (Non-Schedule Items) |
| 170 | Pump O&MThis is considered for the day to day maintenance of the cesspool vehicle wear and tear. The value is a standard percentage for a movable asset considering the life span of the vehicle to be working in proper condition for 7 years. The approximation is 100/7 = ~ 15% and is also similar to the standards released by Ministry of Corporate Affairs (MCA) and IGFRS accounting. |
| 171 | Safety EquipmentAll materials as specified in the Part A of DPR (Page 64) |
| 172 | Stationary and General ItemPurchase of necessary stationary/general items for the treatment plant office |
| 173 | Electricity ChargesElectrical components as specified in the Part A of DPR (Page 59) |
| 174 | Schedule Items for Cesspool Vehicle |
| 175 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle assuggested in the DPR |
| 176 | 1 no. of truck driver |
| 177 | Non-Schedule Items for Cesspool Vehicle |
| 178 | Complete O&M and repair of cesspool vehicle and suction pump which includes, painting, general engine repair, tyre change, wheel alignment, FC, engine oil change, coolant and other minor repairs, oil & greasing, valve change andpipe change etc. |
| 179 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips Milage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day |
| 180 | Capital investment cost for technology based operations optimization such that includes installation of GPS, GPS tracker, software subscription, phone bill for call center operations, online payment portals. And tracking charges |
| 181 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. foroperator (1 set) |
| 182 | O&M Cost of Third Year (Schedule Items) |
| 183 | Supervisor Non Diploma Holder (Operator)Skilled manpower to guide discharge of FS into the treatment plant and carry out the required operational activities as suggested in the DPR |
| 184 | Unskilled LabourManpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR |
| 185 | ChowkidarChowkidar required to take care of plant. |
| 186 | Testing of Treated WaterSampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) |
| 187 | PBD Sludge (Empting)Removal of dried sludge from the PDB up to the sand layer, along with the vegetation in the PDB, and disposal of the excavated material to a distance of approx. 100m to pile up in the Sludge storage house, including all lifts, levelling as per approved design , building specification and direction of E/I |
| 188 | Replacement of filter materials - PDBProviding and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.1-2 mm coarse sand |
| 189 | Removal of filter media from the PDB and disposal of the excavated material to a distance of approx. 50m to the tractor, including all lifts, levelling as per approved design, building specification and direction of E/I |
| 190 | Transportation of the removed 1-2 mm sand filter mediafrom PDB to designated place. |
| 191 | LandscapingRenovation of Lawns including, weeding, forking, the ground, top dressing with forked soil |
| 192 | O&M Cost of Third Year (Non-Schedule Items) |
| 193 | Pump O&MThis is considered for the day to day maintenance of the cesspool vehicle wear and tear. The value is a standard percentage for a movable asset considering the life span of the vehicle to be working in proper condition for 7 years. The approximation is 100/7 = ~ 15% and is also similar to the standards released by Ministry of Corporate Affairs (MCA) and IGFRS accounting. |
| 194 | Safety EquipmentAll materials as specified in the Part A of DPR (Page 64) |
| 195 | Stationary and General ItemPurchase of necessary stationary/general items for the treatment plant office |
| 196 | Electricity ChargesElectrical components as specified in the Part A of DPR (Page 59) |
| 197 | Schedule Items for Cesspool Vehicle |
| 198 | 1 no. of helper: Manpower to carry out the requiredoperational activities of suction pump of cesspool vehicle as suggested in the DPR |
| 199 | 1 no. of truck driver |
| 200 | Non-Schedule Items for Cesspool Vehicle |
| 201 | Complete O&M and repair of cesspool vehicle and suction pump which includes, painting, general engine repair, tyre change, wheel alignment, FC, engine oil change, coolant and other minor repairs, oil & greasing, valve change andpipe change etc. |
| 202 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips Milage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day |
| 203 | Capital investment cost for technology based operations optimization such that includes installation of GPS, GPS tracker, software subscription, phone bill for call center operations, online payment portals. And tracking charges |
| 204 | Provide safety gears for driver and operator such thatfacemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) |
| 205 | O&M Cost of Fourth Year (Schedule Items) |
| 206 | Supervisor Non Diploma Holder (Operator)Skilled manpower to guide discharge of FS into the treatment plant and carry out the required operational activities as suggested in the DPR |
| 207 | Unskilled LabourManpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR |
| 208 | ChowkidarChowkidar required to take care of plant. |
| 209 | Testing of Treated WaterSampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) |
| 210 | PBD Sludge (Empting)Removal of dried sludge from the PDB up to the sand layer, along with the vegetation in the PDB, and disposal of the excavated material to a distance of approx. 100m to pile up in the Sludge storage house, including all lifts, levelling as per approved design , building specification and direction of E/I |
| 211 | Replacement of filter materials - PDBProviding and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.1-2 mm coarse sand |
| 212 | Removal of filter media from the PDB and disposal of the excavated material to a distance of approx. 50m to the tractor, including all lifts, levelling as per approved design, building specification and direction of E/I |
| 213 | Transportation of the removed 1-2 mm sand filter mediafrom PDB to designated place. |
| 214 | LandscapingRenovation of Lawns including, weeding, forking, the ground, top dressing with forked soil |
| 215 | O&M Cost of Fourth Year (Non-Schedule Items) |
| 216 | Pump O&MThis is considered for the day to day maintenance of the cesspool vehicle wear and tear. The value is a standard percentage for a movable asset considering the life span of the vehicle to be working in proper condition for 7 years. The approximation is 100/7 = ~ 15% and is also similar to the standards released by Ministry of Corporate Affairs (MCA) and IGFRS accounting. |
| 217 | Safety EquipmentAll materials as specified in the Part A of DPR (Page 64) |
| 218 | Stationary and General ItemPurchase of necessary stationary/general items for the treatment plant office |
| 219 | Electricity ChargesElectrical components as specified in the Part A of DPR (Page 59) |
| 220 | Schedule Items for Cesspool Vehicle |
| 221 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle assuggested in the DPR |
| 222 | 1 no. of truck driver |
| 223 | Non-Schedule Items for Cesspool Vehicle |
| 224 | Complete O&M and repair of cesspool vehicle and suction pump which includes, painting, general engine repair, tyre change, wheel alignment, FC, engine oil change, coolant and other minor repairs, oil & greasing, valve change andpipe change etc. |
| 225 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips Milage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day |
| 226 | Capital investment cost for technology based operations optimization such that includes installation of GPS, GPS tracker, software subscription, phone bill for call center operations, online payment portals. And tracking charges |
| 227 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. foroperator (1 set) |
| 228 | O&M Cost of Fifth Year (Schedule Items) |
| 229 | Supervisor Non Diploma Holder (Operator)Skilled manpower to guide discharge of FS into the treatment plant and carry out the required operational activities as suggested in the DPR |
| 230 | Unskilled LabourManpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR |
| 231 | ChowkidarChowkidar required to take care of plant. |
| 232 | Testing of Treated WaterSampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) |
| 233 | PBD Sludge (Empting)Removal of dried sludge from the PDB up to the sand layer, along with the vegetation in the PDB, and disposal of the excavated material to a distance of approx. 100m to pile up in the Sludge storage house, including all lifts, levelling as per approved design , building specification and direction of E/I |
| 234 | Replacement of filter materials - PDBProviding and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.1-2 mm coarse sand |
| 235 | Removal of filter media from the PDB and disposal of the excavated material to a distance of approx. 50m to the tractor, including all lifts, levelling as per approved design, building specification and direction of E/I |
| 236 | Transportation of the removed 1-2 mm sand filter mediafrom PDB to designated place. |
| 237 | LandscapingRenovation of Lawns including, weeding, forking, the ground, top dressing with forked soil |
| 238 | O&M Cost of Fifth Year (Non-Schedule Items) |
| 239 | Pump O&MThis is considered for the day to day maintenance of the cesspool vehicle wear and tear. The value is a standard percentage for a movable asset considering the life span of the vehicle to be working in proper condition for 7 years. The approximation is 100/7 = ~ 15% and is also similar to the standards released by Ministry of Corporate Affairs (MCA) and IGFRS accounting. |
| 240 | Safety EquipmentAll materials as specified in the Part A of DPR (Page 64) |
| 241 | Stationary and General ItemPurchase of necessary stationary/general items for the treatment plant office |
| 242 | Electricity ChargesElectrical components as specified in the Part A of DPR (Page 59) |
| 243 | Schedule Items for Cesspool Vehicle |
| 244 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle assuggested in the DPR |
| 245 | 1 no. of truck driver |
| 246 | Non-Schedule Items for Cesspool Vehicle |
| 247 | Complete O&M and repair of cesspool vehicle and suction pump which includes, painting, general engine repair, tyre change, wheel alignment, FC, engine oil change, coolant and other minor repairs, oil & greasing, valve change andpipe change etc. |
| 248 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips Milage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day |
| 249 | Capital investment cost for technology based operations optimization such that includes installation of GPS, GPS tracker, software subscription, phone bill for call center operations, online payment portals. And tracking charges |
| 250 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) Please Enable Macros to View BoQ information |
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