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| 1 | CIVIL WORKS |
| 2 | 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 and 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 all lead |
| 3 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 4 | 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 foundation and plinth. |
| 5 | Reinforced cement concrete M-30 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. |
| 6 | 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 |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 8 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 9 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 10 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 11 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 12 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast solid 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. |
| 13 | Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block |
| 14 | 12.5 mm thick cement plaster 1:4 |
| 15 | 20mm thick cement plaster 1:5 in two coat work |
| 16 | Earth filling with good quality earth obtained from out side the plinth including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with rammer complete as per specifications. |
| 17 | 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 all lead |
| 18 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100 mm fine sand filling using mechanical mixer for mixing of material |
| 19 | Reinforced cement concrete M-30 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. |
| 20 | Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 21 | Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading. |
| 22 | 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 450 x 310 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. |
| 23 | 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. |
| 24 | Providing and fixing tiled false ceiling at height upto 4 mtr 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 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. |
| 25 | Teakwood 25mm planking tongued and grooved flooring including fixing with screws complete |
| 26 | 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. Door and window frame of size 113mmx60mmx with 35mm wide single rebate |
| 27 | 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. |
| 28 | 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 flashwelded, 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) |
| 29 | 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 |
| 30 | 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 |
| 31 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area |
| 32 | 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. |
| 33 | Factory manufactured 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 : II Revision IS-2191 Part-I) 1973. Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges 35mm thick |
| 34 | 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. |
| 35 | 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 |
| 36 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete. I.S.I Designation No. II (size of door 701mm to 850mm) |
| 37 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wallputty by applying two or more coats to get required finish |
| 38 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 39 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with aluminum Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including |
| 40 | 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. |
| 41 | Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span |
| 42 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and 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 0.60 mm (+ 0.05 %) thick |
| 43 | 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 vibrohydraulic 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) |
| 44 | Providing and fixing Net Pole Complete in all respects and satsifaction of Engineer-in-charge |
| 45 | Total of Civil Works |
| 46 | Public Health Works |
| 47 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-inCharge), 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 |
| 48 | SDR 11 CPVC pipes & fittings 16mm o/d |
| 49 | SDR 11 CPVC pipes & fittings 20mm o/d |
| 50 | SDR 11 CPVC pipes & fittings 25mm o/d |
| 51 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition |
| 52 | Size 75 mm x 75 mm |
| 53 | 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. |
| 54 | Through wall 22.86 cm thick |
| 55 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 56 | 15mm i/d G.I. Union |
| 57 | 20mm i/d G.I. Union |
| 58 | 25mm i/d G.I. Union |
| 59 | Painting G.I. Pipes and Specials with synthetic enamel Paint in all shades as per I.S.I. specification on existing or new work, two coats paints including cleaning rubbing surface, etc. |
| 60 | 15mm & 20mm i/d G.I. Pipe |
| 61 | 25mm & 32mm i/d G.I. Pipe |
| 62 | Sub Head - 3 Sanitary Installation |
| 63 | Providing and fixing in position Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity. (without cistern fitting) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 64 | Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity (without cistern fitting) size 62x37x67 cm with P trap or S trap and seat cover complete in all respect. |
| 65 | Providing and fixing jet spray with 2'-6\\" long PVC pipe. |
| 66 | With PTMT nut |
| 67 | Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 68 | Providing & fixing in position vitreous Chinware white Indian make flat back or angular lipped front small urinals size 265x315x440mm approved make (to the approval of the Engineer-in-charge) with C.P. brass tube connection 300 mm long complete in all respect |
| 69 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. |
| 70 | Size 550 mm x 400 mm x 815 mm |
| 71 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge) complete in all respect |
| 72 | PVC tube connection of size 15 mm x 450 mm with PTMT nut |
| 73 | Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect. |
| 74 | 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. |
| 75 | C.P brass towel ring |
| 76 | 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. |
| 77 | Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer -in- charge) complete in all respect. |
| 78 | C.P. brass Bib cock long nose/ long body foam flow without flange |
| 79 | C.P. brass Bib cock foam flow without flange |
| 80 | 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). |
| 81 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge) complete in all respect |
| 82 | C.P.brass 15mm Angle valve without flange |
| 83 | C.P.brass 15mm Concealed stop cock with flange. |
| 84 | 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. |
| 85 | Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-in-charge )with various fixtures complete in all respect. |
| 86 | C.P. Brass extension piece, 25mm long to 50mm long |
| 87 | 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) |
| 88 | Size 600mmx450mm |
| 89 | 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. |
| 90 | C.P. Brass Accessories |
| 91 | C.P. brass toilet roll holder with flap |
| 92 | 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. |
| 93 | Aluminium khunti with 3 pegs |
| 94 | Providing and fixing H.C.I. Floor traps conforming to I.S.I. Specification of reputed firm of the self cleaning design with S.S. grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors,etc. |
| 95 | With 100mm x 75mm i/d Floor Trap (weighing 5.8 Kg) |
| 96 | Water Cooler & AC (Sub Work-1) |
| 97 | Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. |
| 98 | Water Cooler Semi Steel Body 80/120 ltr Capacity without Stablizer |
| 99 | Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided |
| 100 | Automatic Voltage Stablizer 4 KVA |
| 101 | Providing & fixing in position UV filter having flow rate 200 ltr/hr with 3 stage purification process having 16 watt UV lamp and 35 Watt power rating of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 102 | Providing & Installing & Erection split type wall mounted air conditioner capacity 1.5 tonne 5 Star Inverter Type ( having ISEER Rating 5 and Cooling Capacity 5200 W Minimum) witht MCB arrangement for installing OD units on terrace/Wall including inlet and outlet copper tubes with proper insulation drainage arrangement cable link between ID unit and OD units stand for OD unit and connection of concealing of Copper pipes and drainage pipe within building and installing charges complete in all respects |
| 103 | Providing laying hard soft copper concealing of copper pipes of various dia as per requirement and wall thickness 0.8mm, insulated, 4mm electric wire sheathed 3 core double insulated / taping laying in chase cutting of wall and repairing the same within the building and installing charges complete in all respects. For 1.50 tonne split AC |
| 104 | Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete. |
| 105 | uPVC Pipe 10 Kgf/cm2 |
| 106 | 25mm i/d |
| 107 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition |
| 108 | Size 75 mm x 75 mm |
| 109 | PVC INSULATED FR COPPER CONDUCTOR CABLESSupply 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 |
| 110 | Overall size 4.0sq.mm (84/0.3mm), 3Core |
| 111 | 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. |
| 112 | Through wall 11.43 cm thick |
| 113 | Through wall 22.86 cm thick |
| 114 | Estate Water Supply |
| 115 | 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. |
| 116 | Earth work upto 1.5 m. Depth for |
| 117 | All classes of soil except rocky |
| 118 | INTERNAL - EXPOSED ON 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 including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in- Charge. |
| 119 | SDR 11 CPVC pipes & fittings 50mm o/d |
| 120 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 121 | 50mm i/d Brass Ball valves |
| 122 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 123 | Size 0.6 m. x 0.6 m. |
| 124 | WATER CONNECTIONS Connection from existing water supply pipeline of water supply scheme complete in all respects |
| 125 | Providing, Stringing out PVC pipes ISI Marked as per ISI-4985 along the Trenches and laying the same in Trenches To correct alignment and gradients, Excavation, cutting. Jointing, testing & back filling complete as per specifications for more than 3 mtr street width (Mechanically) PVC pipe 63mm o/d (6Kg/cm2) |
| 126 | Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 127 | 65mm i/d Gun Metal peet valve heavy pattern. |
| 128 | Estate Sewerage (Sub Work-3) |
| 129 | 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. |
| 130 | 110mm o/d pipe |
| 131 | 160mm o/d pipe |
| 132 | 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. |
| 133 | Depth not exceeding 3 m. BGL |
| 134 | All kinds of soil except rocky |
| 135 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 136 | 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. |
| 137 | Depth not exceeding 3 m. BGL |
| 138 | All kinds of soil except rocky |
| 139 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 140 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 141 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 142 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 143 | 12.5 mm thick cement plaster 1:3 |
| 144 | Cement rendering on plaster 1mm thick |
| 145 | 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 foundation and plinth. |
| 146 | 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 |
| 147 | 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. |
| 148 | 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). |
| 149 | RCC Man hole cover with Frame |
| 150 | 560mm i/d RCC man hole cover with frame as per ISI |
| 151 | Heavy duty Please Enable Macros to View BoQ information |
| 152 | Heavy duty Please Enable Macros to View BoQ information |
