Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Earthwork 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 | Filling 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 | 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 |
| 4 | Random rubble dry stone Karanja (soling) under floor. |
| 5 | 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 of Engineer in charge. Note :- Cement used is sulphate resistant cement at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of Govt of jharkhand SOR 2018, buildinng construction dept, item no 5.3.3(page 118), rate is Rs6178.69 per cum |
| 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 of Engineer 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 chargeNote :- Cement used is sulphate resistant cement at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of Govt of jharkhand SOR 2018, buildinng construction dept, item no 5.3.3(page 119), rate is Rs 4446.52 per cum |
| 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 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 at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of CPWD analysis of rates for Delhi, vol-I, 2018,code no 5.33(pg 241) rate is Rs 7070.86 per cum |
| 10 | Providing 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 @ 330 kg/cum) All work upto plinth level |
| 11 | Providing RCC M20 with nominal mix of (1:1.5:3) in foundation andd plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 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 E/I)Note :- Cement used is sulphate resistant cement at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of Govt of jharkhand SOR 2018, buildinng construction dept, item no 5.3.5.1(page 121), rate is Rs 6874.09 per cum |
| 12 | Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Providing 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). |
| 19 | Providing 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/Idirection of E/l. |
| 20 | Honey-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). |
| 21 | Providing 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/INote :- Cement used is sulphate resistant cement at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of Govt of jharkhand SOR 2018, buildinng construction dept, item no 5.7.15(page 208), rate is Rs 290.83 per sqm. |
| 22 | 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 |
| 23 | 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/INote :- Cement used is sulphate resistant cement at rate Rs 6000 per tonne. (RUIDP SOR 2017, code 3247, pg 540), substituting SRC rate in rate analysis of Govt of jharkhand SOR 2018, buildinng construction dept, item no 5.7.14(page 207), rate is Rs 203.02 per sqm |
| 24 | 110mm nominal dia |
| 25 | 160mm nominal dia |
| 26 | 110mm nominal dia(perforated pipe) |
| 27 | 160mm nominal dia(perforated pipe) |
| 28 | 110 mm dia U-PVC equal Tee (class III, 6kg/sqcm) confirming to IS:7834 |
| 29 | 110 mm dia U-PVC double/ single socketed 90° bend (class III, 6kg/sqcm) confirming to IS:7834 (elbow fixing at PDB inlet ) |
| 30 | 160 mm dia U-PVC equal Tee (class III, 6kg/sqcm) confirming to IS:7834 |
| 31 | 160 mm dia End Cap (class III, 6kg/sqcm) confirming to IS:7834 |
| 32 | 110 mm dia End Cap (class III, 6kg/sqcm) confirming to IS:7834 |
| 33 | 160mm U-PVC double/ single socketed 45/22.5/11.25° bend (class III, 6kg/sqcm) confirming to IS:7834 |
| 34 | 110 mm dia End Cap (class III, 6kg/sqcm) confirming to IS:7834 |
| 35 | 160mm U-PVC double/ single socketed 45/22.5/11.25° bend (class III, 6kg/sqcm) confirming to IS:7834 |
| 36 | 300 mm dia. R.C.C. pipe |
| 37 | Providing 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 pipes75 mm diameter |
| 38 | Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. |
| 39 | Precast R.C.C. grating with frame 500x450 mm horizontal grating (for length of 35m) |
| 40 | Stone Aggregate (Single size): 100 mm nominal size |
| 41 | Stone Aggregate (Single size) : 40 mm nominal size |
| 42 | Stone Aggregate (Single size) : 20 mm nominal size |
| 43 | Stone Aggregate (Single size) : 12.5 mm nominal size |
| 44 | Stone Aggregate (Single size) : 06 mm nominal size |
| 45 | Coarse sand (zone III) |
| 46 | Providing and laying of brick bats including cost of material, labour charges etc complete as per specification & E/I |
| 47 | Providing and laying Cinders as a Filter Material In AF as per theinstruction given by the site engineer in charge. |
| 48 | Providing and planting common reeds or other rhizome eg. Oyster, Beat, Lily, Cana Indica, Typha, etc. |
| 49 | Providing and laying of kota stone Kota stone slab 25mm thick (rough cheseled) |
| 50 | Providing 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 |
| 51 | Providing 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 |
| 52 | 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.to be used in non residential builiding ) |
| 53 | Providing 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 |
| 54 | Providing and laying 6mm thick mosaic flooring of approved texture and colour over 25mm thick PCC (1:2:4) base with 1mm down stone chips and sand of FM 2.5 to 3 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/I with 100% white cement |
| 55 | Providing and laying 6mm thick mosaic in skirting , dado, steps and pillars of approved texture and colour over 12mm thick cement plaster (1:3) basewithsand 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 |
| 56 | Providing 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. 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). |
| 57 | 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) |
| 58 | Supplying 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 |
| 59 | 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 |
| 60 | Providing 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. |
| 61 | Providing, 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. |
| 62 | Steel 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 |
| 63 | Providing 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.32mm dia CPVC pipes |
| 64 | Providing and fixing of 15mm dia brass bib Cock water tap |
| 65 | Direction and place identification signs with size more than 0.9 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 |
| 66 | 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 burdenincluding lowering of casing pipes,excluding the cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would becompleted 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 |
| 67 | 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 |
| 68 | 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 |
| 69 | 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 |
| 70 | 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 |
| 71 | 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 |
| 72 | Installation of submersible motor pump set in tube well complete (labour charges only) including transportationof tripod, pulley block, and any other material required for lowering purpose |
| 73 | 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 |
| 74 | Preparation 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. |
| 75 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed materialto 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 401for grading - III material |
| 76 | 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 |
| 77 | Providing 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) |
| 78 | 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 controlto 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) |
| 79 | Providing 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 ofsand, 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 |
| 80 | Cast 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) |
| 81 | 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 including cleaning and stacking) |
| 82 | 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) |
| 83 | 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) |
| 84 | Maintenance of lawns with fine grassing for one year |
| 85 | Planting flowering plants and shrubs in central verge |
| 86 | Maintenance of flowering plants and shrubs in central verge for 1 year |
| 87 | 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) |
| 88 | Ceiling fan 120mm |
| 89 | 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 . |
| 90 | 4*40 watt patty type single tubelight fitting |
| 91 | 36/40 Watt tube light. |
| 92 | Recess mounting LED round down light 12 W |
| 93 | 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. |
| 94 | Group C.S.P 5/6 amps, one way modular switch , ISI marked. |
| 95 | S.P 5/6 amps, one way modular switch , ISI marked.S/F Piano type switch socket:- Supplying and fixing of following piano type switch /socket on the existingswitch box cover including connections etc as required |
| 96 | Electronic step fan regulator,deluxe |
| 97 | 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 |
| 98 | 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 etc as required.40 amps,SPN |
| 99 | 4 pole MCCB, 125 amp, 16 KA with fixed thermal magnetic setting |
| 100 | 2.5 sq mm ISI marked, FR MS PVC insulated, single core copper conductor cable |
| 101 | 32 mm CPVC pipe as a cable tray |
| 102 | New electricity connection in category of HTS (Double shift industries) 11 KV |
| 103 | 2 inch pipe |
| 104 | 2 inch elbow |
| 105 | 160mm dia cross pipe |
| 106 | 5\"X3\" office table with 4 drawer and 1 cabinet |
| 107 | Office revolving chair 18\"X21\" capsule medium back type |
| 108 | Nilkamal brand plastic chair model no. rosa |
| 109 | Office cupboard size 78\"X19\"X35\" |
| 110 | CT to ISAF 0.5 HP wastewater pump. Capacity 1-5 m3/hr @ 10 m (exclusive GST) |
| 111 | Polishing pond. 1.75 HP wastewater pump. Capacity 4 m3/hr @ 12 m (exclusive GST) |
| 112 | Borewell pump 2HP/20 stage, single phase |
| 113 | Solar Street Light With pole 5 mtr.,Battery 40ah, Panel 100wat.,Wire, Led Light 12wat (excluding Installation charges of street lightGST) |
| 114 | Conduct 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. |
| 115 | Technical Specifications of 5 KVA Mahindra Powerol DG Set Model No. KD441-GSI2(Excluding GST) |
| 116 | Fire exitinguisher set of 3 (Including transportation, excluding taxes) |
| 117 | Providing and fixing RCC precast compound wall with6X6\" vertical I-section post and 2\" thick RCC plank of 6 feet height , all complete as per specification & E/I (excluding GST) |
| 118 | Control Panel -800 * 800 * 250 ( W*H*D) |
| 119 | Control Panel Plint -800 * 100 * 250 ( W*H*D) |
| 120 | MFM , part number EM 6400, schenider make |
| 121 | MS portable cabin (Size= 10 ft * 10 ft) including 1 table and chair |
| 122 | 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 1 no. of operator |
| 123 | Unskilled Labour Manpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR 1 no. of unskilled labour |
| 124 | Chowkidar Chowkidar required to take care of plant. 2 nos. of chowkidar |
| 125 | Testing of treated water Sampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) Samples to be analysed:1. Inlet2. Outlet (Treated water)3. Dried SludgeTotal samples to be analysed = 3 sample × 4 times/year= 12 nos. |
| 126 | PDB sludge(Emptying) 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/IQuantity of dried sludge to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth of sludge = 1 m.Therefore, Quantity of dried sludge= 6 × 6 × 1 = 36 |
| 127 | Landscaping Renovation of Lawns including, weeding, forking, the ground, top dressing with forked soil There is a provision of area of 600 sq. m for lawns and plants etc. |
| 128 | Pump O&M This 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 IGFRSaccountingThree nos. of pumps as mentioned in BOQ estimation.1. Wastewater pump )2. Polishing pond pump 3. Borewell pump |
| 129 | Safety equipment All materials as specified in the Part A of DPR (Page 64) |
| 130 | Stationary and General item Purchase of necessary stationary/general items for the treatment plant office |
| 131 | Electricity charges Electrical components as specified in the Part A of DPR (Page 59) Daily unit wise electricity consumption:1. Wastewater pump (1.5kWh)2. Polishing pond pump (2.6 kWh)3. Borewell pump (3 kWh)4. Fans (1.8 kWh)5. Tube lights (1.92 kWh)Total energy consumption = 10.82 kWh/day = 3246 kWh/year (300 days) |
| 132 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle as suggested in the DPR Person days |
| 133 | 1 no. oftruck driver Person days |
| 134 | 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 and pipe change etc. This 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 IGFRSaccounting |
| 135 | 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 L/day |
| 136 | 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 No. |
| 137 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) 3 boxes of Facemask2 nos. of Safety helmet3 boxes Safety gloves2 nos. or Gumboots: |
| 138 | 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 1 no. of operator |
| 139 | Unskilled Labour Manpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR 1 no. of unskilled labour |
| 140 | Chowkidar Chowkidar required to take care of plant. 2 nos. of chowkidar |
| 141 | Testing of treated water Sampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) Samples to be analysed:1. Inlet2. Outlet (Treated water)3. Dried SludgeTotal samples to be analysed = 3 sample × 4 times/year= 12 nos. |
| 142 | PDB sludge(Emptying) 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/IQuantity of dried sludge to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth of sludge = 1 m.Therefore, Quantity of dried sludge= 6 × 6 × 1 = 36 |
| 143 | 1-2 mm coarse sand Quantity of 1-2 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 144 | 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/IQuantity of 1-2 mm sand to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 145 | Transportation of the removed 1-2 mm sand filter media from PDB to designated place Time required for transportation of removed 1-2 mm sand filter media isassumed as 6 hrs/bed of PDB |
| 146 | Landscaping Renovation of Lawns including, weeding, forking, the ground, top dressing with forked soil There is a provision of area of 600 sq. m for lawns and plants etc. |
| 147 | Pump O&M This 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 IGFRSaccountingThree nos. of pumps as mentioned in BOQ estimation.1. Wastewater pump2. Polishing pond pump3. Borewell pump |
| 148 | Safety equipment All materials as specified in the Part A of DPR (Page 64) |
| 149 | Stationary and General item Purchase of necessary stationary/general items for the treatment plant office |
| 150 | Electricity charges Electrical components as specified in the Part A of DPR (Page 59) Daily unit wise electricity consumption:1. Wastewater pump (1.5kWh)2. Polishing pond pump (2.6 kWh)3. Borewell pump (3 kWh)4. Fans (1.8 kWh)5. Tube lights (1.92 kWh)Total energy consumption = 10.82 kWh/day = 3246 kWh/year (300 days) |
| 151 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle as suggested in the DPR Person days |
| 152 | 1 no. oftruck driver Person days |
| 153 | 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 and pipe change etc. This 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 IGFRSaccounting |
| 154 | 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 L/day |
| 155 | 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 No. |
| 156 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) 3 boxes of Facemask2 nos. of Safety helmet3 boxes Safety gloves2 nos. or Gumboots: |
| 157 | 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 1 no. of operator |
| 158 | Unskilled Labour Manpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR 1 no. of unskilled labour |
| 159 | Chowkidar Chowkidar required to take care of plant. 2 nos. of chowkidar |
| 160 | Testing of treated water Sampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) Samples to be analysed:1. Inlet2. Outlet (Treated water)3. Dried SludgeTotal samples to be analysed = 3 sample × 4 times/year= 12 nos. |
| 161 | PDB sludge(Emptying) 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/IQuantity of dried sludge to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth of sludge = 1 m.Therefore, Quantity of dried sludge= 6 × 6 × 1 = 36 |
| 162 | 1-2 mm coarse sand Quantity of 1-2 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 163 | 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/IQuantity of 1-2 mm sand to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 164 | Transportation of the removed 1-2 mm sand filter media from PDB to designated place Time required for transportation of removed 1-2 mm sand filter media isassumed as 6 hrs/bed of PDB |
| 165 | Landscaping Renovation of Lawns including, weeding, forking, the ground, top dressing with forked soil There is a provision of area of 600 sq. m for lawns and plants etc. |
| 166 | Pump O&M This 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 IGFRSaccountingThree nos. of pumps as mentioned in BOQ estimation.1. Wastewater pump2. Polishing pond pump3. Borewell pump |
| 167 | Safety equipment All materials as specified in the Part A of DPR (Page 64) |
| 168 | Stationary and General item Purchase of necessary stationary/general items for the treatment plant office |
| 169 | Electricity charges Electrical components as specified in the Part A of DPR (Page 59) Daily unit wise electricity consumption:1. Wastewater pump (1.5kWh)2. Polishing pond pump (2.6 kWh)3. Borewell pump (3 kWh)4. Fans (1.8 kWh)5. Tube lights (1.92 kWh)Total energy consumption = 10.82 kWh/day = 3246 kWh/year (300 days) |
| 170 | Desludging of settled solids from settler and AF Removal of settled sludge from settler and AF, using mechanised or vacuum tankers and disposal in drying beds Quantity of sludge to be removed from ISAF:Considerable dimension of settler: L = 1.5 m, W = 1 m & Depth of sludge = 1 m.Considerable dimension of AF: L = 2 m, W = 1.5 m & Depth of sludge = 0.5 m.Therefore, Quantity of sludgeSettler = 1.5 × 1 × 1 = 1.5AF = 2 × 1.5 × 0.5 = 1.5Total = 3 cubic mNote: One trip will desludge 3 cubic metre. Therefore no. of trips considered to be One. |
| 171 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle as suggested in the DPR Person days |
| 172 | 1 no. oftruck driver Person days |
| 173 | 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 and pipe change etc. This 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 IGFRSaccounting |
| 174 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tipsMilage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day L/day |
| 175 | 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 No. |
| 176 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) 3 boxes of Facemask2 nos. of Safety helmet3 boxes Safety gloves2 nos. or Gumboots: |
| 177 | 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 1 no. of operator |
| 178 | Unskilled Labour Manpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR 1 no. of unskilled labour |
| 179 | Chowkidar Chowkidar required to take care of plant. 2 nos. of chowkidar |
| 180 | Testing of treated water Sampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) Samples to be analysed:1. Inlet2. Outlet (Treated water)3. Dried SludgeTotal samples to be analysed = 3 sample × 4 times/year= 12 nos. |
| 181 | PDB sludge(Emptying) 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/IQuantity of dried sludge to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth of sludge = 1 m.Therefore, Quantity of dried sludge= 6 × 6 × 1 = 36 |
| 182 | 1-2 mm coarse sand Quantity of 1-2 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 183 | 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/IQuantity of 1-2 mm sand to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 184 | Transportation of the removed 1-2 mm sand filter media from PDB to designated place Time required for transportation of removed 1-2 mm sand filter media isassumed as 6 hrs/bed of PDB |
| 185 | Landscaping Renovation of Lawns including, weeding, forking, the ground, top dressing with forked soil There is a provision of area of 600 sq. m for lawns and plants etc. |
| 186 | Pump O&M This 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 IGFRSaccountingThree nos. of pumps as mentioned in BOQ estimation.1. Wastewater pump2. Polishing pond pump3. Borewell pump |
| 187 | Safety equipment All materials as specified in the Part A of DPR (Page 64) |
| 188 | Stationary and General item Purchase of necessary stationary/general items for the treatment plant office |
| 189 | Electricity charges Electrical components as specified in the Part A of DPR (Page 59) Daily unit wise electricity consumption:1. Wastewater pump (1.5kWh)2. Polishing pond pump (2.6 kWh)3. Borewell pump (3 kWh)4. Fans (1.8 kWh)5. Tube lights (1.92 kWh)Total energy consumption = 10.82 kWh/day = 3246 kWh/year (300 days) |
| 190 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle as suggested in the DPR Person days |
| 191 | 1 no. oftruck driver Person days |
| 192 | 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 and pipe change etc. This 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 IGFRSaccounting. |
| 193 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tipsMilage assumed is 3 to 4 kmplTherefore, fuel required= 6 L/day L/day |
| 194 | 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 No. |
| 195 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) 3 boxes of Facemask2 nos. of Safety helmet3 boxes Safety gloves2 nos. or Gumboots: |
| 196 | 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 1 no. of operator |
| 197 | Unskilled Labour Manpower to carry out the required operational activities (Like sludge removal and plant trimming in PDB & PGF) as suggested in the DPR 1 no. of unskilled labour |
| 198 | Chowkidar Chowkidar required to take care of plant. 2 nos. of chowkidar |
| 199 | Testing of treated water Sampling and testing and submission of all reports at periodic intervals in a NABL accredited laboratory (For all mentioned samples) Samples to be analysed:1. Inlet2. Outlet (Treated water)3. Dried SludgeTotal samples to be analysed = 3 sample × 4 times/year= 12 nos. |
| 200 | PDB sludge(Emptying) 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/IQuantity of dried sludge to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth of sludge = 1 m.Therefore, Quantity of dried sludge= 6 × 6 × 1 = 36 |
| 201 | 1-2 mm coarse sand Quantity of 1-2 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 202 | 6-8mm stone aggregate Quantity of 6-8 mm sand to be provided & laid to each bed:L = 6 m, W = 6 m & Depth sand layer = 0.1 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.1 = 3.6 |
| 203 | 12-16mm stone aggregate Quantity of 12-16 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.15 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.15 = 5.4 |
| 204 | 40-50mm stone aggregate Quantity of 40-50 mm sand to be provided & laid to each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.2 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.2 = 7.2 |
| 205 | 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/IQuantity of 1-2 mm sand to be removed from each bed:Dimension of each bed: L = 6 m, W = 6 m & Depth sand layer = 0.3 m.Therefore, Quantity of sand filter media= 6 × 6 × 0.3 = 10.8 |
| 206 | Transportation of the whole removed sand filter media collected from the PDB/PGF to the designated place. Time required for transportation of whole removed sand filter media is assumed as 24 hrs/bed of PDB & PGF |
| 207 | Emptying of Planted gravel (PGF) filter Removal of filter media from the PGF 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/IQuantity of whole sand filter media to be removed from PGF:Dimension of PGF: L = 8 m, W = 4 m & Depth sand layer = 0.6 m.Therefore, Quantity of sand filter media= 8 × 4 × 0.6 = 19.2 |
| 208 | 90-120 mm stone aggregate Quantity of 90-120 mm sand filter media be provided & laid to PGF:Dimension of each bed: L = 8 m, W = 1.8 m & Depth sand layer = 0.6 m.Therefore, Quantity of sand filter media= 8 × 4 × 0.6 = 19.2 |
| 209 | 16-20 mm stone aggregate Quantity of 16-20 sand filter media to be provided & laid to PGF:Dimension of each bed: L = 8 m, W = 4 m & Depth sand layer = 0.6 m.Therefore, Quantity of sand filter= 8 × 4 × 0.6 = 19.2 |
| 210 | 10-12 mm stone aggregate Quantity of 10-12 sand filter to be provided & laid to PGF:Dimension of each bed: L = 8 m, W = 4 m & Depth sand layer = 0.6 m.Therefore, Quantity of sand filter media= 8 × 4 × 0.6 = 19.2 |
| 211 | AF filter media Removal of cinder material from the AF,transportation and disposal to the designated place. Quantity of cinder filter media to be removed from AF:Considerable dimension AF: L = 1.74 m, W = 1 m & Depth sand layer = 0.75 m.Therefore, Quantity of cinder media:= 1.74 × 1 × 0.75 = 2.61 |
| 212 | Providing and laying Cinders as a Filter Material In AF as per the instruction given by the site engineer in charge. Quantity of cinder filter media to be removed from AF:Considerable dimension AF: L = 1.74 m, W = 1 m & Depth sand layer = 0.75 m.Therefore, Quantity of cinder media:= 1.74 × 1 × 0.75= 2.61 cubic merte= 1.57 MT (Density of cinder = 600 Kg/m3) |
| 213 | Screen Replacement of screens from each Screen Chamber There is a provision of screen chamber to each PDB. Therefore, total screens to be replaced= 8 nos. |
| 214 | Landscaping Renovation of Lawns including, weeding, forking, the ground, top dressing with forked soil There is a provision of area of 600 sq. m for lawns and plants etc. |
| 215 | Pump O&M This 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 IGFRSaccountingThree nos. of pumps as mentioned in BOQ estimation.1. Wastewater pump2. Polishing pond pump3. Borewell pump |
| 216 | Safety equipment All materials as specified in the Part A of DPR (Page 64) |
| 217 | Stationary and General item Purchase of necessary stationary/general items for the treatment plant office |
| 218 | Electricity charges Electrical components as specified in the Part A of DPR (Page 59) Daily unit wise electricity consumption:1. Wastewater pump (1.5kWh)2. Polishing pond pump (2.6 kWh)3. Borewell pump (3 kWh)4. Fans (1.8 kWh)5. Tube lights (1.92 kWh)Total energy consumption = 10.82 kWh/day = 3246 kWh/year (300 days) |
| 219 | 1 no. of helper: Manpower to carry out the required operational activities of suction pump of cesspool vehicle as suggested in the DPR Person days |
| 220 | 1 no. oftruck driver Person days |
| 221 | 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 and pipe change etc. This 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 IGFRSaccounting |
| 222 | Providing fuel for truck operationsDaily distance to be covered is 20 km in 2 tips L/day |
| 223 | 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 No. |
| 224 | Provide safety gears for driver and operator such that facemask, safety helmet, safety gloves, gumboots etc. for operator (1 set) 3 boxes of Facemask2 nos. of Safety helmet3 boxes Safety gloves2 nos. or Gumboots |
| 225 | Goods & Service Tax (G.S.T.) - |
| 226 | Labour Cess - |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
