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| 1 | Dismantling of Cement Concrete Pavement Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications. |
| 2 | Excavation by Mechanical Means Roadwork in Soil Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. |
| 3 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Section 300 of the specifications. |
| 4 | Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications complete. |
| 5 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base.By Mixing Plant: For 53 mm maximum size |
| 6 | Dry Lean Cement Concrete Sub- Base Construction of Dry Lean Cement Concrete Sub- Base Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications. |
| 7 | Construction of Dowel jointed, Plain Cement Concrete Pavement in M-30 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc. |
| 8 | Mild Steel dowel bars confirming to IS 432, grade I |
| 9 | HYSD tie bars of Fe 500 grade confirming to IS 1786 |
| 10 | 80 mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. |
| 11 | Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 12 | PCC M20 for kerb cast in situ |
| 13 | Kerb Stone/Vertical Surface Painting with Reflective Paint, make Grade 1 (as per IS:164) water based acrylic paint, preferably mechanical application for one coat priming coat and 1 uniform Retro reflective finish coat in required colour. Yellow Retroreflective coat shall be Bright Yellow during night with minimum RI (dry) > 375 mcd / m2 / lux White Retroreflective Coat shall be Bright White during night with Minimum RI (dry) > 450 mcd / m2 / lux. Cleaning of the surface thoroughly by removing fIakes, dust deposits, vegetation growth, pasted paper etc., using coir / coil brush, so as to enable the application of respective primer etc. |
| 14 | 110 mm dia |
| 15 | 200 mm dia |
| 16 | 110 mm dia |
| 17 | 200 mm dia |
| 18 | 110 mm dia |
| 19 | 200 mm dia |
| 20 | 160 x 110mm |
| 21 | 110 mm dia |
| 22 | 200 mm dia |
| 23 | 110 mm |
| 24 | 200 mm |
| 25 | All kinds of ordinary soil |
| 26 | Ordinary rock |
| 27 | 110 mm Dia 6 Kg/sq.cm : |
| 28 | 200 mm Dia 6 Kg/sq.cm : |
| 29 | Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand. |
| 30 | 20 mm dia |
| 31 | 25mm dia |
| 32 | 110x15 mm |
| 33 | 110x20 mm |
| 34 | 110x25mm |
| 35 | 100 mm dia dia ( Non Rising Spindle(CLASS PN- 1.6) ) |
| 36 | 200mm dia ( Non Rising Spindle(CLASS PN- 1.6) ) |
| 37 | 100mm diameter |
| 38 | 150mm diameter |
| 39 | All kinds of soil |
| 40 | Ordinary rock |
| 41 | Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 42 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 43 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 sand) |
| 44 | Cement concrete grade M-20 (NominalMix) with20 mm maximum size of stone aggregate |
| 45 | Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 46 | Suspended floors, roofs, landings, balconies and access platform. |
| 47 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating eachdeposited layer by ramming andwatering, leadup to50mand lift upto 1.5 m. |
| 48 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 49 | 20x15mm |
| 50 | 25x20mm |
| 51 | 32x25mm |
| 52 | All kinds of soil |
| 53 | Ordinary rock |
| 54 | Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 55 | Cement concrete grade M-20 (NominalMix) with 20 mm maximum size of stone aggregate. |
| 56 | 110 mm dia |
| 57 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 58 | Suspended floors, roofs, landings, balconies and access platform. |
| 59 | Pre-Cast RCC U Shape drain Lid for U-300x300 mm |
| 60 | Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 61 | Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications. |
| 62 | Providing and laying of Parabolic Shaped Transverse Rumble Bar Marking using Plastirib 3k, 3 Component Cold Plastic Road marking material in single monolithic application to create rumble strip raised section 20 mm high, 500 mm wide and spaced about 1 meter centre to centre of roughly 6 numbers at one location, across the entire carriageway. Each rumble marking shall be made complete with high refractive drop on glass beads (Ri > 1.6), spread at 350 gm / sqm to ensure high retro reflectivity throughout the surface of marking. The finished surface shall be levelled, uniform, free from starks and holes including surface cleaning and cost of all materials etc. complete. As per IRC 99, these rumble strips shall be applied for speed reduction and traffic calming measures. |
| 63 | shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. |
| 64 | 90 cm equilateral triangle |
| 65 | 90 cm high octagon |
| 66 | Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting as per Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of minimum 35 x 35 x 3 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. |
| 67 | Girth above 1800 mm |
| 68 | Concreting of for poles @ 0.3 cmt. for pole (Including muffing) |
| 69 | For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc |
| 70 | Single Phase Service connection box (Deep Drwan Metal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 withinsulated multiple outgoing |
| 71 | Single Phase Service connection box (Deep DrwanMetal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 with insulated multiple outgoing connector- |
| 72 | Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 withinsulated multiple outgoing |
| 73 | Errection of Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 with insulated multiple outgoing connector |
| 74 | 1100 Volts Grade Aerial bunched XLPE Cable 3 X 150 + 1 X 35 + 1 X 95 sq.mm. (insulated nuetral massenger) |
| 75 | 1100 Volts Grade Aerial bunched XLPE Cable 3 X 150 + 1 X 35 + 1 X 95 sq.mm. (insulated nuetral massenger) |
| 76 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc |
| 77 | Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 |
| 78 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) |
| 79 | EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5 MTR LEAD OF 4.0 MM G.I WIRE |
| 80 | M.S.Nuts and Bolts |
| 81 | M S BOLT WITH NUT |
| 82 | A.B Cable hanging clamps/ tension clamps (Galvanized) |
| 83 | A.B Cable hanging clamps/ tension clamps (Galvanized) |
| 84 | Suspension Clamp with attachment |
| 85 | Suspension Clamp with attachment |
| 86 | Clamp for Neutral |
| 87 | Clamp for Neutral |
| 88 | PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM |
| 89 | PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM |
| 90 | PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) |
| 91 | PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) |
| 92 | H- BEAM 9 METER 152 X 152 MM 37.1 KG/METER =333.9 kg. FOR 11KV GANTRY STRUCTURE |
| 93 | H- BEAM 9 METER 152 X 152 MM 37.1 KG/METER =333.9 kg. FOR 11KV GANTRY STRUCTURE |
| 94 | R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER |
| 95 | R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER |
| 96 | STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) |
| 97 | STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) |
| 98 | Clamp for RSJ Size-710 mm ,Wt- 2.84 Kg using 65X8 Ms Flat |
| 99 | SUPPLY OF Stay Clamp A type 65x8mm MS Flat R.S. Joist (set) |
| 100 | Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) |
| 101 | Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) |
| 102 | Stone Block/Pre cast block for base pedding 450x450x75mm |
| 103 | Stone Block/Pre cast block for base pedding 450x450x75mm |
| 104 | Red oxide paint |
| 105 | Red oxide paint |
| 106 | Aluminium paint |
| 107 | Aluminium paint |
| 108 | Wooden Meter board size 10\\"x12\\" |
| 109 | PVC CABLE 4 CORE ARMOURED 16 SQMM ALUMINIUM CONDUCTOR |
| 110 | PVC insulated 4 core 16 sqmm Armoured Aluminium conductor 1100 Volts |
| 111 | G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole |
| 112 | G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole(SET) |
| 113 | Providing and fixing / replacement of following UPVC/GI fitting complete with materials.g) wooden board / patia250x300mm for pump. |
| 114 | PVC insulated 2 core 6 sqmm Armoured Aluminium conductor 1100 Volts |
| 115 | PVC insulated 2 core 6 sqmm Armoured Aluminium conductor 1100 Volts |
| 116 | MPEB 5% Supervision Charges |
| 117 | 4 X 2.5 sq mm |
| 118 | Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification |
| 119 | Digital Ampere Metre with CTs with selector switch |
| 120 | Digital Volt Metre with selector switch & HRC fuse |
| 121 | Frequency Metre |
| 122 | Aluminium bus bar strips with PVC sleeves |
| 123 | LED lamp indicator |
| 124 | Current Rating -25 to100 Amps & 70% -100% adjustable |
| 125 | Current Rating -160 Amps & 70% -100% adjustable |
| 126 | MCB SP 6Amp to 32Amp 10kA rating |
| 127 | MCB DP 6Amp to 32Amp 10kA rating |
| 128 | 6 Amp to 32 Amp Rating |
| 129 | MCB FP For 50 Amp to 63 Amp Rating |
| 130 | 50.00mm outside dia. |
| 131 | 110.00mm outside dia |
| 132 | 10 sq. mm. |
| 133 | 150 Sq.mm.(XLPE) |
| 134 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directingroundincludingexcavation,sandcushioining,protective covering and refilling the pit etc. as required. |
| 135 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmmbut notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. |
| 136 | Providing and fixing earthing arrangement with 16mm dia 2.5 metre long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I. connection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil/ soft rock. |
| 137 | Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required |
| 138 | Supplying and laying 6S WGG.I.wireat 0.5 Meter below ground levelas conductor earth electrode includings oldering etc.asrequired. |
| 139 | AddExtraforusingsaltandcharcoal/cokeforG.I.PlateorCopperplateearthelectrodeasrequiredincludingexcavation& refilling. |
| 140 | Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm |
| 141 | GlandSize50mmsuitableforcable3½x150Sq.mmOR3 x 185 Sq.mm |
| 142 | 2.5 to 6.00 sq. mm |
| 143 | 10.00 sq. mm |
| 144 | 6 -16 sq. mm |
| 145 | Upto 16 sq. mm conductor size |
| 146 | 6 Meter Height (Bottom Dia 114mm) X (Middle Dia 89mm) x (Top Dia 60mm), 250x250x18mm Base Plate, 4 Nos X 16 x600mm bolt. |
| 147 | Single Arm bracket made in combination of MS pipe secfion of 60mm dia. (vertical) & gradually bent 60mm dia. & 27mmdia. - horizontal, to get pleasing aesthetics & arm length of 1000mm. |
| 148 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 149 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. (Payment shall be made on the cross sectional area of R.C.C. or as per direction of Engineer -in-charge. |
| 150 | In cement mortar |
| 151 | Of area 3 sq. meters and below |
| 152 | Of area beyond 3 sq. meters |
| 153 | Total lead up to 10 km |
| 154 | Total lead up to 10 km |
| 155 | Steel Total lead up to 10 km |
| 156 | Timber Total lead up to 10 km Please Enable Macros to View BoQ information |
