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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | a) All kinds of soils |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with : |
| 7 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and work ability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; |
| 9 | All works upto plinth level |
| 10 | a) Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 12 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Providing and laying C.C Pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge.(The panel shuttering work shall be paid for separtely). |
| 14 | (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverableseparately) |
| 15 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 17 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 19 | a) Hot finished welded type tubes |
| 20 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand) |
| 21 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : |
| 22 | a) Flush/ Ruled pointing |
| 23 | Providing and laying 60mm thick factory made cement concret interlocking paver block of M-30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all comnplete as per the direction of Engineer-in-charge. |
| 24 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Enginner-in-charge) of total coated thickness 0.05mm (base metal of minimum 0.45mm thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade ,5-7 microns epoxy primer on bothside of the sheet ans polyester top coat 15-18 microns. Sheet should have proctective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied in single length upto 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto 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. |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 26 | a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 27 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 28 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 29 | 6 mm cement plaster of mix : |
| 30 | 1:3 (1 cement: 3 fine sand) |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 32 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 33 | Supplying and fixing of MS Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 34 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 35 | With G.I. barbed wire |
| 36 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 37 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 38 | 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. |
| 39 | a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge |
| 41 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 42 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 43 | Credit for serviceable material obtained against item No.(ii) |
| 44 | Fixing steel grill from item No.(ii) of any size by welding etc., to steel ladder railing and similar works including applying primer coat of approved steel primer |
| 45 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. |
| 46 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 48 | a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 49 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, One or more coats on old work |
| 50 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 51 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 53 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 55 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils. |
| 56 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 57 | Providing and fixing square-mouth PVC gully trap conform to IS:13592-1992 complete with brick masonry chamber around as per standard design : |
| 58 | 100x100 mm PVC Gully trap with Sewer bricks conforming to IS : 13592-1992. |
| 59 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 60 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), With Sewer bricks conforming to IS : 4885. |
| 61 | Making soak pit 2.5 m diameter 3.0 metre deep with45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 62 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 63 | WATER TREATMENT PLANT |
| 64 | Supply, Installation, Testingand Commissioning of 70 KLD Water Treatment Plant Includingall Civil Works and shed works ,Electrical power provision till Pump panels,Trenching -Road crossing for pipe laying or cable laying Existing Setup modification to connect new equipment and other mentioned in items S.No. 1.01 to 1.08 as per the relevant IS standards. |
| 65 | Sand filterMax 8.5 m3/hr ( 24*72) NGMF 85- Media -450 Kgs |
| 66 | NGMA-110Carbon Filter, 11.0 m3/Hr ( 30*72)-220 Kgs Media- |
| 67 | Softner NGS 30B- Resin quantity -800 Ltrs , Flow rate -30m3/Hr, Vessel size 36* 72 with 1000 Ltr Regeneration tank |
| 68 | Dosing System-(Pump+ tank)-6LPH |
| 69 | Feed pump10 m3/Hr,45 MWC , Three phase centrifugal Monoblock pumpwith Starter and control panelKDS 550- 50*40- 5 HP (1W+1S) |
| 70 | ICPW with ncessary accessrories , Pressure guages, valves etc |
| 71 | Electrical power and control panel with cable layingfor motors and Dosing pump |
| 72 | Treated water Transfer pump25 m3/Hr,45 MWC , Three phase centrifugal Monoblock pump with Starter and control panelKDS 1065- 65*50- 10 HP, 7.1 LPS (1W+1S) |
| 73 | Supply, Installation, Testingand Commissioning of OSX 666T 60 W Wall mount speaker with IP 66 Rating |
| 74 | Supply, Installation, Testingand Commissioning of NX Audio Make Rock-300W All -in-one amplifier with bluetooth |
| 75 | Supply, Installation, Testingand Commissioning of Inter connecting cable |
| 76 | Supply, Installation, Testingand Commissioning of Control 25 AV 60 W Wall mounted speaker |
| 77 | Supply, Installation, Testingand Commissioning of Libra 250 W Amplifier |
| 78 | Supply, Installation, Testingand Commissioning of Speaker cable |
| 79 | Supply, Installation, Testingand Commissioning of Inter connecting cable |
| 80 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 81 | 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 (for cable trenches) |
| 82 | a) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 83 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 84 | For thickness of tiles 10 mm to 25 mm |
| 85 | Dismantling G.I. pipesincluding excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
| 86 | 15 mm to 40 mm nominal bore |
| 87 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
| 88 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 89 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 90 | Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre: |
| 91 | 80 mm diameter C.I. pipe |
| 92 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 93 | W.C. pan with ISI marked white solid plastic seat and lid |
| 94 | Providing and fixing toilet paper holder : |
| 95 | C.P. brass |
| 96 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 97 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 98 | Circular shape 450 mm dia. |
| 99 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 100 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 101 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 102 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 103 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 104 | 1:4 (1 cement: 4 coarse sand) |
| 105 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 106 | 75 mm dia. |
| 107 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 108 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing the joints with white cement mixed with pigment of matching shade complete. |
| 109 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 110 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 111 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 112 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 113 | Two coats. |
| 114 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 115 | One or more coats on old work. |
| 116 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 117 | 15 mm nominal bore |
| 118 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 119 | 15mm nominal bore |
| 120 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 121 | 45 cm length |
| 122 | 15 mm nominal bore |
| 123 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 124 | 25 mm nominal outer dia .Pipes. |
| 125 | 15 mm nominal outer dia. Pipes. |
| 126 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
| 127 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 128 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 129 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Make-Parryware or Equivalent |
| 130 | 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. |
| 131 | (i)Single socketed pipes. |
| 132 | 75 mm diameter |
| 133 | 110 mm diameter |
| 134 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. |
| 135 | 75 mm bend |
| 136 | Single tee without door |
| 137 | 75x75x75 mm |
| 138 | 75 mm bend |
| 139 | Providing and fixing PTMT grating of approved quality and colour. |
| 140 | Circular type. |
| 141 | 100 mm nominal dia. |
| 142 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 143 | Granite Stone of approved shade |
| 144 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 145 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 146 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. |
| 147 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms |
| 148 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 149 | 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 : |
| 150 | 100 mm dia. R.C.C. pipe |
| 151 | 150 mm dia. R.C.C. pipe |
| 152 | 300 mm dia. R.C.C. pipe |
| 153 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of RCC pipes including bed concrete as per standard design : |
| 154 | 100 mm diameter of RCCpipe |
| 155 | 150 mm diameter RCC. pipe |
| 156 | 300 mm diameter RCC. pipe |
| 157 | Provding and fixing of Precast Cement concrete of M-25 Design mixed for RCC Bench complete all as specified and directed by Engr-in-charge.(02 Nos) |
