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| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | Construction of Main Building Two storey |
| 3 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 4 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 5 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 6 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 8 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 9 | 20mm thick cement plaster in damp proof course 1:3with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded Vertical |
| 10 | Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type |
| 11 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 12 | Extra rate for First Floor |
| 13 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 14 | Extra rate for First Floor |
| 15 | Extra rate for Second Floor |
| 16 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 17 | Extra rate for First Floor |
| 18 | Extra rate for Second Floor |
| 19 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 20 | Extra rate for First Floor |
| 21 | Extra rate for Second Floor |
| 22 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 23 | Extra rate for First Floor |
| 24 | Centring and shuttering for stair cases with sloping with soffits including risers and stringers. |
| 25 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 26 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 27 | Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey |
| 28 | Extra Rate for First Floor |
| 29 | Extra Rate for Second Floor |
| 30 | Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded. |
| 31 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.. |
| 32 | Extra rate for First Floor |
| 33 | Extra rate for Second Floor |
| 34 | Extra rate for Third Floor |
| 35 | Extra for burnt brick work in arches excluding cost of shuttering. More than 3 metres but less than 6 metres span |
| 36 | Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12.5mm thick cement plaster 1:4 or pointing as required |
| 37 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 38 | Extra rate for First Floor |
| 39 | 12.5mm thick cement plaster 1:5. |
| 40 | Extra rate for First Floor |
| 41 | Extra rate for Second Floor |
| 42 | 20 mm thick cement plaster 1:5 in two coats work. |
| 43 | Extra rate for First Floor |
| 44 | Extra rate for Second Floor |
| 45 | 12.5 mm thick cement plaster 1:4. |
| 46 | Extra rate for First Floor |
| 47 | Extra rate for Second Floor |
| 48 | 20 mm thick cement plaster 1:4. |
| 49 | Extra rate for First Floor |
| 50 | Extra rate for Second Floor |
| 51 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 52 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia. |
| 53 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 54 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm Coupling /Sockets |
| 55 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 56 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 57 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on- edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 58 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 59 | Extra rate for First Floor |
| 60 | Extra rate for Second Floor |
| 61 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 62 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead . |
| 63 | Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 64 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 65 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 66 | Extra rate for First Floor |
| 67 | Extra rate for Second Floor |
| 68 | Marble stone flooring with 18-20 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur Green Marble Tiles of thickness 18mm to 20mmSlabs sizes above 0.50 sqm |
| 69 | Extra rate for First Floor |
| 70 | Extra rate for Second Floor |
| 71 | Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm |
| 72 | Extra rate for First Floor |
| 73 | Extra rate for Second Floor |
| 74 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 75 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 76 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm |
| 77 | Extra rate for First Floor |
| 78 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm. |
| 79 | 20mm thick grey polished skirting or dado consisting of bottom layer of 16mm thick cement sand plaster 1:3 and finished 3mm thick topping of neat cement rubbed and polished including rounding of junction with floors. |
| 80 | Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) |
| 81 | Extra rate for First Floor |
| 82 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 83 | Extra rate for First Floor |
| 84 | Extra labour for projected nosing of stair case of any shape and design |
| 85 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 86 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In- Charge. (Glazing and paneling to be paid for separately) : |
| 87 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required |
| 88 | Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge. 4mm thick ACP Sheet |
| 89 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) Float glass panes of 5 mm thickness |
| 90 | Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop. |
| 91 | Supply & Fixing of door frames (Chowkhats) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour) , 3 Nos 100mm butt-hinges 2mm thick, 6 Nos 1.2mm thick CRCA electroplated stiffner, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.Doors frame of size 80mm x 50mm with 37 mm wide single rebate for 35mm door shutter . |
| 92 | Supply & Fixing of Window frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 93 | Supply & Fixing of Window shutter consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position fixed in position by means of screws , complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 94 | Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 guage flymesh with 144 holes per square inch |
| 95 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of Gasket /beading shall be paid as per respective item)Float glass panes of 5.5 mm thickness |
| 96 | Providing & fixing fixed beeding 12mm x 12mm for fixed glass with ECO fixed gasket (EPDM) |
| 97 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 98 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 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.0.50 mm (+ 0.05 %) thick |
| 99 | Providing Polyester Powder coating 60 to 70 micron any coloured specified to M.S Grill section of various sizes including carriage of material from market to workshop & workshop to site of work. |
| 100 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : IS 2202-1) (1999)Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 101 | Providing & Fixing decorative high pressure laminated sheet 1mm SF thick with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. |
| 102 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door (including cost of glass) |
| 103 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 104 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm |
| 105 | Supplying and fixing rolling shutters of approved make, made of 80mm x 1.25mm M.S. Laths, interlocked together through their entire length, and jointed together, at the end by end locks, mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade No. 2 and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening; where rolling shutter is to be fixed). |
| 106 | Extra for providing mechanical device, chain and crank operation, for operating rolling shutter, exceeding 11.20 sqm in area, of the rolling shutter |
| 107 | Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects. |
| 108 | Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications. |
| 109 | Providing and fixing covering 200mm wide Aluminium Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 110 | Providing and fixing tiled false ceiling at height upto 4 mtr of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in Plan Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece..) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 111 | Providing and fixing mineral fibre false ceiling tiles at all heights at height upto 4 mtr of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection >85%, thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt -6&7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. (i) With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm |
| 112 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 113 | Extra rate for First Floor |
| 114 | Extra rate for Second Floor |
| 115 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 116 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 117 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 118 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 119 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 120 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 121 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 122 | Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position |
| 123 | Construction of Plinth protection complete as per drawing. |
| 124 | Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper wor is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge. |
| 125 | Cement Concrete 1:8:16 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 126 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 127 | cement concrete 1:8:16 with stone aggregate 40mm guage using mechanical mixer for mixing of material |
| 128 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 129 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 130 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior sufrace |
| 131 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 132 | Boundary Wall |
| 133 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 134 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 135 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 136 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (10.16) |
| 137 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 138 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure |
| 139 | Centring and shuttering for Columns ( Square or Rectangular or plygonal in plain) in superstructure |
| 140 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 141 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 18.18 |
| 142 | Providing and laying in super structure for first storey factory made with vibro- hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 143 | 12.5mm thick cement plaster 1:5. (15.10) |
| 144 | 20 mm thick cement plaster 1:5 in two coats work. (15.21) |
| 145 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 146 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 147 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 148 | Parkng and Outer Development |
| 149 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 150 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 151 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.IS COde : 15658 (2006) |
| 152 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 153 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 154 | 12.5mm thick cement plaster 1:5. (15.10) |
| 155 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 156 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 157 | Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge. |
| 158 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 159 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 160 | Applying priming coat with metal primer onnew steel or iron work including preparation ofsurface. |
| 161 | Iron grated doors, including pintle hinges & arrangements. |
| 162 | Check Post |
| 163 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 164 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 165 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 166 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 167 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 168 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 169 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 170 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 171 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 172 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 173 | Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 174 | 12.5mm thick cement plaster 1:4. |
| 175 | 20mm thick cement plaster 1:4 in two coat work. |
| 176 | Preparation of plastered or concrete surface or painting(sand papering the surface) using ready mixed cement based fir wall putty by applying two coats to get required finish complete in all respects as per satisfaction of Engineer in charge |
| 177 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 178 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 179 | Applying priming coat with metal primer on new steel or iron work including preparation of surface.+Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Including priming coat & preparation of surface |
| 180 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 181 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items) |
| 182 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 183 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm thick above 0.40 sqm area. |
| 184 | Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect |
| 185 | Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. |
| 186 | Factory manufactured solid flush door fixed in position iron hinges, etc . (excluding the cost of any fittings other than specified above but including the labour for fxing the same in position a) comercial with elm or gujan facing on both/sides with laminated core and lipped edges. iv) 35mm thick. |
| 187 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 188 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 189 | Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing |
| 190 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 191 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 192 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 193 | Providing and fixing in position gratings 150mm x 150mm on top Khura PVC grating |
| 194 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 195 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS clamps.U-PVC pipes (working pressure 4 kgf. / sqcm)pipe 110 mm dia. |
| 196 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 197 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 198 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm) |
| 199 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminum doors including necessary cutting and making good etc. complete. |
| 200 | Electrical Works |
| 201 | Providing Internal Electrical Installations: POINT WIRING:RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½\\" deep for walls and CI 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- |
| 202 | Wiring fan point with sheet metal fan box |
| 203 | Wiring light point |
| 204 | Wiring call-bell point |
| 205 | Wiring 3 pin 6 Amp. wall socket point |
| 206 | Wiring 3 Pin 6 Amp. Plug control comprising wall socket point |
| 207 | Wiring 3 pin 16/20 amp. power plug control point |
| 208 | Wiring light point with double control switches. |
| 209 | RECESSED COMPUTER SUPPLY TERMINAL POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES):Wiring Computer supply terminal points recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules (Modular accessories) for having 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10/16/20Amp. Switches and blanking plate etc., and covered with Frame Plate and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):- |
| 210 | Wiring Computer terminal point having 3 Nos. 6Amp. 2/3 universal socket (shuttered), 1No. 16 Amp. switch with indicator and 1No. blanking plate (Modular accessories). |
| 211 | SUPPLY AND ERECTION OF WIRING ACCESSORIES:Supply and erection of switches, sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including fixing & connections and petty material etc.:- |
| 212 | Ceiling Rose (Flush Piano type) |
| 213 | Call Bell 220/230 volts AC Ding Dong |
| 214 | LED'S FIXTURES & FANS: |
| 215 | Supply and erection of LED batten 20 Watt LED (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 216 | Supply and erection of LED batten 40 Watt LED (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 217 | Supply and erection of Recessed mounted 36watt LED panel (including LED driver) with CRCA sheet having efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 218 | Supply and erection of BEE 3-Star rating AC Ceiling Fan 1200mm (48\\") suitable for 230 V single phase with double ball bearing, copper wound, full aluminium body, 3Nos. of blades, white in colour. The mounting type is down rod mount. The product should possess a minimum air deleivery of 210 CMM (approx.). The rated speed of the the product must be minimum of 300 revolutions per minute and 5Nos. of speeds. The product should have a manufcaturer's guarantee /warranty of minimum 2 years. The product should be complete in all aspects with fan motor, bladeset, down rod, conopy set, shackle kit, twisted wire etc., including erection & testing of ceiling fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) cable 0.75 sq. mm complete in all respects as per satisfcation of the Engineer in-charge at site. |
| 219 | Supply and erection of Heavy duty Exhaust Fan 300mm, 900RPM with aluminium louver shutter, double ball bearing longer life including flexible wire & petty material etc. for connections and testing complete in all respect as approved and desired by the Engineer in-charges at site. |
| 220 | OCCUPANCY SENSORS: |
| 221 | Supply and erection of Ceiling mounted Occupancy based PIR sensor (360° detection angle motion detector) with installation height 3mts, 8.5 Amps resistive load, Detection dia 8M, time delay - 5s to 59 mins , Light level threshold - 5 to 1275 Lux, IP - 20, Sensitivity Adjustment, Walk LED test, with additional options like walkthrough, daylight set point, vacancy complete in all respect as approved and desired by the Engineer in-charges at site. |
| 222 | SUSPENSION RODS FOR CEILING FANS: |
| 223 | HEAVY GUAGE WELDED CONDUIT PIPES:Supply & erection of Heavy guage welded conduit pipe (ISI marked) as per IS:9537:Part-II for wiring purposes including bends, junction boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD General Specifications:- |
| 224 | Supply & erection of 19/20mm dia. M.S. conduit pipe (1.6mm thick), white painted suspension rod for ceiling fan. |
| 225 | CONDUIT PIPE & COPPER WIRES: |
| 226 | PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- |
| 227 | Heavy gauge PVC conduit pipe 20mm dia. (ISI marked) Flushed |
| 228 | Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed |
| 229 | Heavy gauge PVC conduit pipe 32mm dia. (ISI marked) Flushed |
| 230 | Heavy gauge PVC conduit pipe 40mm dia. (ISI marked) Flushed |
| 231 | HDPE Electrical Conduit Pipe 25mm dia. (Flushed) |
| 232 | HDPE Electrical Conduit Pipe 40mm dia. (Flushed) |
| 233 | PVC INSULATED SINGLE CORE FR COPPER CONDUCTOR CABLE:Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 234 | Overall size 1sq.mm (Un-sheathed) |
| 235 | Overall size 1.5sq.mm (Un-sheathed) |
| 236 | Overall size 2.5sq.mm (Un-sheathed) |
| 237 | Overall size 4sq.mm (Un-sheathed) |
| 238 | Overall size 6sq.mm (Un-sheathed) |
| 239 | Overall size 10sq.mm (Un-sheathed) |
| 240 | Overall size 16sq.mm (Un-sheathed) |
| 241 | Overall size 25sq.mm (Un-sheathed) |
| 242 | SUB DISTRIBUTION SYSTEM: |
| 243 | SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB/ RCBO/ RCCB's:Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, colorcoded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- |
| 244 | TP&N Vertical Double Door Distribution Board 4 way each. |
| 245 | TP&N Vertical Double Door Distribution Board 8 way each. |
| 246 | Supply and erection of sheet metal Cable End Box (Make is same as MCB Distribution Board) mounting on the top or bottom of the MCB Distribution Board (Either Horizontal or Vertical) to keep loose wires & cables as per PWD General specifications including petty materials etc as required:- |
| 247 | Cable End Box for TPN Vertical 4/8/12Way |
| 248 | MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- |
| 249 | MCB Single Pole 6-32amp. (10kA, Curve-C) |
| 250 | MCB Four Pole 40amp. (10kA, Curve-C) |
| 251 | MCB Four Pole 50, 63amp. (10kA, Curve-C) |
| 252 | SUB DISTRIBUTION SYSTEM: |
| 253 | MAIN VERTICAL DISTRIBUTION BOARD (EMERGENCY, NORMAL & WORKSHOP): |
| 254 | Supply and erection of sheet metal double door vertical distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars for each phase, 2 Nos. shrouded neutral bars, 2Nos. earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting MCCB's as incomer and outgoings SP/TP miniature circuit breakers in the distribution board as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc.:- |
| 255 | TP&N Double Door Vertical DB's 4 way each (With provision of FP MCCB upto 160amp) |
| 256 | TP&N Double Door Vertical DB's 8 way each (With provision of FP MCCB upto 160amp) |
| 257 | TP&N Double Door Vertical DB's 12 way each (With provision of FP MCCB upto 160amp) |
| 258 | MCCB's (MOULDED CASE CIRCUIT BREAKER):Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader links and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:- |
| 259 | MCCB Four Pole 160amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 260 | MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- |
| 261 | MCB Triple Pole 40amp. (10kA, Curve-C) |
| 262 | MCB Triple Pole 50, 63amp. (10kA, Curve-C) |
| 263 | Supply and erection of PVC flexible pipe complete without compression glands, locking arrangement, check-nuts as required:- |
| 264 | PVC flexible pipe 40mm dia. |
| 265 | Supply and erection of Compression glands, Locking arrangement, Checknuts for PVC flexible pipe complete with as required:- |
| 266 | PVC compression Socket gland 40mm dia. |
| 267 | INDOOR LT PANELS: FOR MAIN BUILDIING |
| 268 | LT PANELS & MCCB's (MOULDED CASE CIRCUIT BREAKERS):Designing, Supply, Erection, Testing & commissioning of indoor Type LT cubical panel enclosure (dust, vermin and interchangeable modules with facilites for extensions or reduction as per the space or requirments). The Panel shall be suitable for operation at 415+6% Volts, 50HZ, 3 phase 4 wire & earth system. The assembly manufacturer should be ISO approved and CPRI tested for short circuit of (minimum 50kA) as well as IP degree of protection (IP 54/55).Fabrication: Panel shall be made from 14/16 SWG CRCA sheet, conforming to IS 8623/1977-82. The sheet metal used for the fabrication of control panel will be 2mm for load bearing member’s door and fittings plates etc. the partitions and other non load bearing members will be fabricated out of 1.6mm sheet, the sheet will be of mild steel CRCA type. The base channel will be made out of 75 x 40 x 5mm rolled channel. The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The panel door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. Minimum depth 400mm / wide 300 mm for busbar/ Cable ally at the front of the panel. The panel will be free standing floor mounting type having provision for cable entry from bottom/top with cable glands etc. The fabrication should be such that all the member i.e. vertical/horizontal should be detachable type i.e. total bolted. In case of any changes required at site. it should be possible then and their self without any cutting or welding. The fabrication of the panel in 3B construction fully compartmentalized type i.e. bus bar chamber as well as the cable chamber should be totally isolated from the feeder chamber. Where there crossing of the wire or bus links. It should have proper rubber gourmets or non-hygroscopic material. No live part should be in visible condition.Painting: The sheet metal is sprayed with corrosion resistant etch Primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work . |
| 269 | Busbars: The panel shall be provided with TPN aluminium busbar of suitable size according to the size of MCCB's. Busbar shall be of high conductivity (53% to 58%) E91-E Grade aluminium (1A/Sq.mm). All Busbar will be air insulated with codified in Red, Yellow, Blue & Black as per standard for cable termination with the help of extended busbar only with proper adjustable cable supports. The main busbar would be supported upon non-hygroscopic SMC/DMC supports. Metering: The panel shall be completed with digital metering unit (with selector switches, voltmeter & ammeter) epoxy insulator, gasket, PVC sleeves, CT's & L.E.D. type indicator etc. Manufacturer of Panel should be CPRI Approved (Approval not older then 5 years) & ISO certified (Manufacturer workshop as per ISO 9001: 2015 standard) The Concerned contractor shall be approved the detailed drawing of panel with complete specification from the Engineer in charge at site.Detail of capacities of MCCB's to be installed in the cubical panel Enclosure (Excluding the cost of MCCB's) as per following:- |
| 270 | MAIN LT PANEL: |
| 271 | LT Panel enclosure having space for 1No. Incomer MCCB 400Amp. and 8Nos. outgoing MCCB's 40amp. to 160amp. according to the requirement at site (Approx. size 1750 x 1750 x 400mm) (DETAIL SEE IN PANEL INVENTORY) |
| 272 | MCCB's (FOR PANELS & SHEET ENCLOSURE):Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc |
| 273 | MCCB Four Pole 160amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 274 | MCCB Four Pole 400amp., 415volts, ≥36kA Microprocessor Based Adjustable Thermal and Magnetic Setting |
| 275 | MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- |
| 276 | MCB Four Pole 40amp. (10kA, Curve-C) |
| 277 | ON LOAD CHANGEOVER SWITCH (With Sheet Enclosure): |
| 278 | Supply and erection of On Load Change over Switch with advance neutral UNIT in sheet enclosure on the existing surface. (Confirms to IS 13947 (Part-3). complete with G.I. Bolts, Nuts etc. according to the size of holes in the body of the enclosure & Connections on both sides of switch with suitable size of thimbles as per PWD General Specifications:- |
| 279 | On Load Change Over Switch Four Pole 160amp., 415volts (With Sheet Enclosure) |
| 280 | EARTHING SYSTEM (INDOOR): |
| 281 | COPPER EARTHING 8SWG :- Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in metre (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- |
| 282 | Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 metre (34.44 feet) below ground level (up to 14metre in Length) with G.I. pipe 20mm dia. (A-class), 9metre long |
| 283 | Fixing additional Length of earthing with 8 S.W.G. (4mm dia.) copper wire in G.I. pipe with sockets, elbows, steel hooks and GI saddle clamps including painting etc.:- |
| 284 | Additional Length copper wire 8 S.W.G. (4mm dia.) in 20mm dia. G.I. pipe (Flushed) |
| 285 | COPPER EARTHING :-(Upto 14 metre in Length):-Earthing with electrolytic Copper Tape rivetted (with 5Nos. copper rivets)/Steel Nut & bolts (with 4Nos. 32mm long, 8mm thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 10.50 metre (34.44 feet) below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 14metre in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 9metre long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- |
| 286 | Earthing with 20mm x 3mm Copper Tape (upto 14Metre in Length) |
| 287 | COPPER EARTHING STRIP (As Additional Length):Fixing additional Length of earthing with Copper Tape (On Surface/Flushed) with petty material as required etc.:- |
| 288 | Additional Length 20mm x 3mm thick Copper Tape . |
| 289 | INDOOR LT CABLES, CABLE TRAY, DWC PIPE , BRASS GLANDS & THIMBLES: |
| 290 | XLPE INSULATED UN-ARMOURED CABLES (LOOSE):-Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- |
| 291 | Overall size 6sq.mm (2Core) Un-armoured (Loose) |
| 292 | Overall size 16sq.mm (4 Core) Un-armoured (Loose) |
| 293 | Overall size 25sq.mm (3½ Core) Un-armoured (Loose) |
| 294 | Overall size 70sq.mm (3½ Core) Un-armoured (Loose) |
| 295 | Overall size 240sq.mm (3½ Core) Un-armoured (Loose) |
| 296 | CABLE TRAY:Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:- |
| 297 | Cable Tray Size 300mm x 50mm x 50mm (2mm thick) |
| 298 | Cable Tray Size 450mm x 50mm x 50mm (2mm thick) |
| 299 | DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- |
| 300 | Double walled corrugated (DWC) HDPE pipe 63/51 mm (outer/ inner dia.) |
| 301 | Double Walled Corrugated HDPE Pipe 90/76mm (Outer/ Inner dia.) |
| 302 | Double walled corrugated (DWC) HDPE pipe120/103.50mm (outer/ inner dia.) |
| 303 | Double Walled Corrugated HDPE Pipe 160/ 136mm (Outer/ Inner dia.) |
| 304 | Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections:- |
| 305 | Brass Gland for Aluminium cable 2/3/4 Core size 6sq.mm |
| 306 | Brass Gland for Aluminium cable 2/3/4 Core size 16sq.mm |
| 307 | Brass Gland for Aluminium cable 2/3/3½/4 Core size 25-35sq.mm |
| 308 | Brass Gland for Aluminium cable 3/3½/4 Core size 70sq.mm |
| 309 | Brass Gland for Aluminium cable 3/3½/4 Core size 240sq.mm |
| 310 | Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:- |
| 311 | Aluminium thimble cable Core size 4 - 6sq.mm |
| 312 | Aluminium thimble cable Core size 10 -16sq.mm |
| 313 | Aluminium thimble cable Core size 25 -35sq.mm |
| 314 | Aluminium thimble cable Core size 70sq.mm |
| 315 | Aluminium thimble cable Core size 120sq.mm |
| 316 | Aluminium thimble cable Core size 240sq.mm |
| 317 | Supply and erection of heavy duty Copper thimbles/lugs for cable end termination duly crimped including making necessary connections etc. completely:- |
| 318 | Copper thimble cable Core size 4 - 6sq.mm |
| 319 | Copper thimble cable Core size 10 - 16sq.mm |
| 320 | SAFETY EQUIPMENTS: |
| 321 | Providing and fixing of 4.5 Kg. Capacity FIRE EXTINGUISHER,CO2 type as per IS:15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect |
| 322 | Providing and fixing of 6 Kg. Capacity FIRE EXTINGUISHER, ABC Powder type (stored pressure) asper IS:15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect |
| 323 | PUBLIC HEALTH WORKS |
| 324 | Sub Work-1 Sub Head-1 Internal Sewerage System |
| 325 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.Single Socket Type B |
| 326 | 110mm o/d single socket SWR UPVC pipe lines laid complete |
| 327 | 90mm o/d single socket SWR UPVC pipe lines laid complete |
| 328 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. |
| 329 | For 110mm o/d pipes |
| 330 | Elbow 90 Degree (All side socketed) |
| 331 | Vent Cowls |
| 332 | Coupler |
| 333 | Single Tee With Door |
| 334 | Floor Trap 110mm x 110mm |
| 335 | For 90mm o/d pipes |
| 336 | Elbow 90 degree (all side socket) |
| 337 | Vent Cowls |
| 338 | Coupler |
| 339 | Single Tee With Door |
| 340 | Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and tools etc of approved make (to the approval of Engineer-in-charge) |
| 341 | 110mm o/d |
| 342 | 90mm o/d |
| 343 | Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. |
| 344 | M.S. Holder bats clamps for 100mm i/d |
| 345 | M.S. Holder bats clamps for 75mm i/d |
| 346 | Core cutting in RCC slab 125mm dia or 150mm dia with the help of core cutting machine as per requirement at site & as desired by Engineer-in-Charge. |
| 347 | Providing and fixing galvonised hanging clamp 100mm dia chimney type for PVC pipe, 12mm galvonised fully thread bar with nut bolt as per requirement at site & as desired by Engineer-in-Charge. |
| 348 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 349 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 350 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 351 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 352 | Sub Head-2 Internal Water Supply System |
| 353 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. |
| 354 | CPVC SDR 11 Pipe & fitting 16mm o/d |
| 355 | SDR 11 CPVC pipes & fittings 20mm o/d |
| 356 | CPVC SDR 11 Pipe & fitting 25mm o/d |
| 357 | CPVC SDR 11 Pipe & fitting 32mm o/d |
| 358 | CPVC SDR 11 Pipe & fitting 40mm o/d |
| 359 | CPVC SDR 11 Pipe & fitting 50mm o/d |
| 360 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm |
| 361 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. |
| 362 | Through wall 11.43 cm thick |
| 363 | Through wall 22.86 cm thick |
| 364 | Providing and installing in position of domestic water pressure boosting pump of approved make (To the approval of Engineerin-charge) including all pump accessaries but excluding cost of G.I pipe & specials complete in all respects. |
| 365 | Pressure pump of 0.5 HP with 2700 LPH 35 mtr head with C.I Pump and 19 ltr capacity tank. |
| 366 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 367 | 20mm i/d Brass Ball valves |
| 368 | 25mm i/d Brass Ball valves |
| 369 | 32mm i/d Brass Ball valves |
| 370 | 40mm i/d Brass Ball valves |
| 371 | 50mm i/d Brass Ball valves |
| 372 | Sub Head-3 Sanitary Installation |
| 373 | Providing and fixing in position Chinaware Indian Orisa water closet size 580x440 mm of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI makred including cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 374 | Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 375 | Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 376 | Chinaware extended wall mounted E W.C. with matching chinaware cistern and seat cover complete in all respect. |
| 377 | Providing and fixing jet spray with 2'-6\\" long PVC pipe.With PTMT nut. |
| 378 | Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 379 | Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tubeconnection 300 mm long complete. |
| 380 | Vitreous white Chinaware PartitionLarge partition size 75 x 16.5 x 36.5 cm |
| 381 | Providing & fixing in position Water Dispenser Top Loading (with refrigration capacity 15 ltr) of approved make (to the approval of Engineerin-charge ) dispensing hot/cold/ambient water including cost of two no. 20 ltrs packaged drinking water bottles and carriage complete in all respect. |
| 382 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. |
| 383 | size 44cm dia (under counter round) |
| 384 | Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect. |
| 385 | Double bowl Sink without drain boardOverall size 1330x515bowl size 560x410x200mm |
| 386 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut |
| 387 | Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect. |
| 388 | Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 389 | Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect. |
| 390 | C.P brass towel ring |
| 391 | Providing and fixing in position C.P. Acryli shelf with C.P.bracket and guard rails of approved make (to the approval of Engineer-incharge ) fixed in with rawl plugs and C.P brass screws complete in all respect. |
| 392 | CP brass Acrylic Shelf size 560mmx130mm |
| 393 | C.P. brass Glass Corner with rail 8 mm thickness and height 250 mm |
| 394 | Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect. |
| 395 | Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect. |
| 396 | C.P. brass Bib cock long nose/ long body without flange |
| 397 | C.P Brass bib cock foam flow without flange |
| 398 | Providing & Fixing in postion CP Brass Spout Operated Pillar Tap with base flange (for foot operated valve) of approved make (to the approval of Engineer-in-charge) complete in all respect (instead of Pillar tap in Lavatory Suites). |
| 399 | Providing and fixing in position C.P. brass Foot operated auto closing valve for Basin taps and spouts (Table mounted)with two 900x1200mm long braided hoses with 15mm nuts of approved make (to the approval of Engineer-in-charge) |
| 400 | Providing and fixing in position C.P. Brass Foot operated auto closing valve with pressmatic Basin taps only with plug (Table mounted)with two 900x1200mm long braided hoses with 15mm nuts of approved make (to the approval of Engineer-in-charge) |
| 401 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 402 | C.P.brass 15mm Angle valve without flange |
| 403 | C.P.brass 15mm Concealed stop cock with flange |
| 404 | Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect. |
| 405 | Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-incharge )with various fixtures complete in all respect.C.P. Brass extension piece, 25mm long to 50mm long |
| 406 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) (Size 600mm x 450mm) |
| 407 | Providing and fixing in position premium range C.P. Brass Fittings and accessories of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P. Brass fitting: |
| 408 | C.P. brass Bib cock with Wall flange |
| 409 | C.P.brass 15mm Angular stop cock with Wall flange |
| 410 | C.P. brass 15mm Concealed stop cock with adjustable wall flange with seal.(Outer +Inner Body) |
| 411 | C.P. brass toilet roll holder with flap |
| 412 | C.P. brass towel rack 600mm long with lower hangers |
| 413 | Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect.C.P. Brass khunti with 3 pegs |
| 414 | Providing and fixing in position vitreous Chinaware white channel of approved make (to the approval of Engineer-in-charge) of size 600 mmx100mm including laying and fixing in cement concrete 1:2:4 complete in all respect. |
| 415 | Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Tripple Layer Tanks |
| 416 | Providing and fixing in position automatic brass Ball Cock in tanks.Brass Ball Cock with rod and Plastic Ball |
| 417 | Brass Ball Cock with rod and Plastic Ball 32mm i/d |
| 418 | Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. |
| 419 | G.I. tank nipple 25mm i/d |
| 420 | G.I. tank nipple 50mm i/d |
| 421 | Construction of Plateform complete as per specification & as desired by Enginer-in-charge |
| 422 | For 1000 ltr Water Tank |
| 423 | For 2000 ltr Water Tank |
| 424 | Providing and fixing in position SS Grab Bar Grade 304 of approved make (to the approval of the Engineer-in-charge) fixed in to wall with brass screws complete in all respect. |
| 425 | 35mm dia 900mm (36”) long |
| 426 | 35mm dia 1200mm (48”) long |
| 427 | Foldable U Type 762mm long |
| 428 | Sub Head-4 Flooring and Wall Tile |
| 429 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 430 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 431 | Total All Floor |
| 432 | Extra rate for First Floor |
| 433 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete . |
| 434 | Total All Floor |
| 435 | Extra rate for First Floor |
| 436 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at mid specified in IS:4020-1998,Drawings and to the entire satisfaction of engineer-in- charge. |
| 437 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm). |
| 438 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 439 | Total All Floor |
| 440 | Extra Rate for First Floor |
| 441 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 442 | Total All Floor |
| 443 | Extra Rate for First Floor |
| 444 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 445 | Sub Work :- 2Sub Head -1:- Detail of Tube well |
| 446 | Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil andtransportation of rig to the site. complete in all respect. |
| 447 | Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL. |
| 448 | Drilling of 500mm dia bore with Reverse Rotatry Rig Beyond 150 m depth BGL up to 300 Mtr |
| 449 | Note: Erection and dismantling of boring plant including all Arrangements for the transportation of boring Equipment to site of work from the store of contractor at site and back are to be made by the contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of water and water for drilling T/Wells be arranged by the firm / contractor at site at his own cost. |
| 450 | In case the bore is converted into a T/Wells payement of bore shall be made upto to the bail plug plus margin (7% or main bore drilling or as actual as per field requirement whichever is less ) required for sustaining the main bore . The test bore beyond margin shall be paid at the rare of of trail bore drilling. |
| 451 | Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. |
| 452 | 200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness |
| 453 | Supplying, lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore. |
| 454 | 200mm Steel Strainer (slot size 0.75mm) 6.30 mm thickness |
| 455 | Supplying, fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest,ISI Marked Duly Welded with suitable grade S,S welding electrode to lower the strainer into the Tubewell bore complete in all respect. |
| 456 | 200mm internal diameter |
| 457 | Provision for drilling 150 mm i/d test bore for taking water samples from suitable strata and test the heavy metal test for the same. |
| 458 | Supply & fixing of ball plug of M.S pipe complete with inverted U-hook attached to the bottom plug Complete in all respects.200mm internal diameter (weight 33.6 kg per metre) 6.4 mm thickness |
| 459 | Supplying and fixing well cap having threads to fix on housing pipe complete in all respect 200mm id. |
| 460 | Supplying and fixing mild steel clamps of 150mm x 12mm made out of MS Flat (1.52 mtr long suitable to fit the housing pipe including the cost of Nut or bolt of suitable size complete in all respects |
| 461 | Supplying, Lowering & fixing of M.S. special socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect. |
| 462 | 2000mm internal diameter |
| 463 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 464 | Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample received from the bore |
| 465 | Supplying at quarry site of gravel of 1/6\\" to 1/8\\" sizes including pouring and packing in the annual space between the pipe assembly & the bore. The gravel should be free from dust, dirt, or the vegetable manner as per IS 4097-1967 with latest amendments (to be paid as per actual length of pipe) Note: The rates including loading & unloading charges. Carriage from quarry site will be paid extra as per actual |
| 466 | Development and stabilizing of the Tubewell with Air Compressor required capacity as directed by the Engineer-in-charge including the cost of tools and appliances and consumable to the satisfaction of Engineer-in-charge. |
| 467 | Capacity of Air compressor 300 cfm at 250 PSI |
| 468 | Supplying and fixing mild steel centering guides made out of 32mm X 6mm thick M.S bar complete in all respectNote :- a) Strainer & M.S. Pipe should be properly jointed with sockets and duly welded to ensure maximum strength of joint.b) A steel strip of suitable size should be welded across the length of strainer to provide additional strength to the tubewell assembly. |
| 469 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide, Urainium etc.) |
| 470 | Development and stabilizing of the Tubewell with Air Compressor and submersible pumping set of required capacity as directed by the Engineer-in-charge including the cost of tools and appliances and consumable to the satisfaction of Engineer-in-charge. |
| 471 | Providing and fixing clay seal and sterlization of tubwell as per IS 2800-2019 |
| 472 | Providing and Installing Testing & Commiissioning of 1 Nos Electrically driven submersible Pump set of capable of delivering 173 LPM against a head of 67 mtr. |
| 473 | Providing and Installing Electric Control panel board consisting of electrical appliances such as automatic star Delta Push Button or oil immersed starter, Main switch, VM, Ampere Meter, ELCB, shut capacitor. Single phase, preventer, indicating laps, Kit-Kat etc. complete ina all respets. |
| 474 | Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in theground complete. |
| 475 | Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 476 | Overall size 2.5sq.mm (50/0.3mm), 3Core |
| 477 | Providing & fixing Delivery main consisting D/F pipes & specials (ISI marked) inside Pump chamber inluding pressure gauge and Depth gauge etc. complete in all respects. 100mm i/d. |
| 478 | Development of water works site i.e. leveling of site, making foot paths, lawns, barbed wire fencing corner pillars, angls Iron Pickets, D-Hooks M.S. gate with Masonry Pillars etc. complete as per standard drawings. |
| 479 | Providing & G.I barbed wire (3 ply) fencing around the Head works site in 3 rows complete in all respects. D-6 & D-8 |
| 480 | Providing & fixing PCC Fencing Pole as per DWSS size 40mm x 40mm x 6mm 6 ft. long |
| 481 | Providing & fixing D-Hooks as per DWSS as per standard drawing |
| 482 | Construction of Brick masonry corner pillars as per W/S & Sanitation Deptt: Standard design including Cost of material such as Bricks, sand, Cement, Bajri, etc. complete respects as per W/S & Sanitation Deptt. Standard design |
| 483 | Providing and fixing in position steel gate complete with masonary pillars as per W/S & sanitation Deptt. Standard design.size 1.22 mtr x 1.37 mtr |
| 484 | Construction of CC Footpath with wall on both side, earth filling inside as per standard drawing as DWSS std. |
| 485 | Sub Head-2 :- Pump Chamber |
| 486 | Construction of brick masonry pump chamber size 3.05 mtr x 3.70 mtr.with toilet to house the machinery as per DWSS standard design and drawing. Note: Payment will be made as per respective item executed at site. |
| 487 | Sub Head-3 :- Disinfection Unit |
| 488 | Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. o f bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure up to 7kg cm2, and suction lift not less than 1.5m, as per DWSS standard specification. |
| 489 | Sub Head 2.2:- |
| 490 | Providing RCC OHSR 25000 ltr |
| 491 | Constructing of 1 No. RCC OHSR of 25 KL Capacity having staging Height 15.50 mtr. & FSL 17.20 mtr from formation level complete with external RCC Stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightning conductor etc. complete as described in schedule No.3 providing and fixing CI/ DI K9 D/F expansion Joints conforming to (IS 9523 with latest amendments) or latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing Duck foot bends, Conforming IS-9523 with latest amendments) and D1 19 D/F sluice Valve duty ISI marked (IS 14846-2000) Or latest on each with inlet outlet and scour pipes. Including Providing and Installing inlet outlet scour pipe and overflow DI K-9 double flanged pressure pipes centrifugally cast as per IS 8329-2000 with latest amendment duly ISI marked from bottom dome to duck foot Bond and further up to 2.75 mtr. As per detail specification TMT steel & painting of all complete shall he included in cost & P/F aluminium ladder inside/steel ladder outside tank of the OHSR including testing of soil bearing capacity tested from the reputed institute such as PEC Chandigarh / NITTTR Sector-26, Chandigarh GNEC/Ludhiana/Thapar Institute of Engineer and Technology Patiala etc. Complete in all respect SBC shall be tested in the presence of Engineer or his representative as per specifications. (The specifications & drawing are based on safe bearing capacity of Soil is not less than 8.75 tons per sqm.) In case the safe bearing capacity of soil is less than 8.75 tone per sqm. The contractor shall summit his own design keeping in view seismic Zone-IV for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard, drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including overflow haudi, including providing and fixing water Level indicating system and construction of plinth protection around OHSR with masonry toe wall with including foundation depth, earthing cc 1:8:16 with 40mm stone aggregate and conglomerate floor 40mm with CC 1:2:4 as per DWSS specification. Providing & applying, integral crystalling slurry of hydrophilic in nature for water proofing management for vertical and horizontal surface and swellable type water stop tape. |
| 492 | Rate diffrence and carriage for sand |
| 493 | Rate diffrence and carriage for Bajri |
| 494 | Sub Head 2.3 |
| 495 | Estate Water Supply |
| 496 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 497 | Earth work upto 1.5 m. Depth All classes of soil except rocky |
| 498 | Providing,Stringing out, cutting, Jointing and testing of ISI Marked D.I.Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment andgradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.D.I. Pipe as per IS 8329 DI-K7 |
| 499 | 100mm i/d pipe lines laid complete |
| 500 | Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. |
| 501 | D.I. specials upto 300mm i/d |
| 502 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).Class PN-1 as per ISI |
| 503 | 80mm i/d Sluice Valves flanged |
| 504 | 100mm i/d Sluice Valves flanged |
| 505 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 506 | Size 0.6 m. x 0.6 m. |
| 507 | Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge. |
| 508 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 509 | Sub Head-3 |
| 510 | Estate Sewerage |
| 511 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 512 | 110 mm o/d pipes |
| 513 | 160 mm o/d pipes |
| 514 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 515 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 516 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 517 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standardInside size 75x120 cm |
| 518 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 519 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 520 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 521 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 522 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 523 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 524 | 12.5 mm thick cement plaster 1:3 |
| 525 | Cement rendering on plaster 1mm thick |
| 526 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 527 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 528 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 529 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 530 | Heavy duty |
| 531 | Construction of RCC ABR Tank of size3.1 mtr X 6.5 mtr having working depth 2.5 mtr and 5.24 mtr internal depth with 4 no chambers medium duty manhole covers complete as per drawing/ specification and to satisfaction of engineer in charge Please Enable Macros to View BoQ information |
| 532 | Construction of RCC ABR Tank of size3.1 mtr X 6.5 mtr having working depth 2.5 mtr and 5.24 mtr internal depth with 4 no chambers medium duty manhole covers complete as per drawing/ specification and to satisfaction of engineer in charge Please Enable Macros to View BoQ information |
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