|
| 1 | 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. |
| 2 | 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. |
| 3 | Excavation for roadwork in Hard Rock (Blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross Ss, and transporting to the embankment location within all lifts and lead up to 1000 m. |
| 4 | Excavated Earth / all types of soil / asphalt material / granular material / concrete etc. excluding roack |
| 5 | Excavated rock, stone masonary |
| 6 | Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. |
| 7 | Providingand laying in position cement concreteof specified grade excluding thecost of centering and shuttering All workup to plinth level. Cement concrete gradeM-15(NominalMix) with 20 mm maximum size of stone aggregate |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. RCC Grade M25Height up to 5 m |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. RCC Grade M25Height 5 to 10 m |
| 10 | Cement concrete grade M 20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 11 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 12 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 13 | Providing of an Reinforced cement concrete New Jersey median to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.M 25 grade concrete |
| 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing, technical specifications and as per Section 2706 of the specifications. |
| 15 | Providing and laying levelling course in foundation, filling annular spaces around footing in rock up to top of rock in lean cement concrete M-10 nominal mix with 40 mm size coarse aggregate as per section 1000, 1500, 1700 and 2100 of the specifications using concrete mixer. |
| 16 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Section 810 of specifications. |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications.. FE 500D |
| 18 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Section 2504 of the specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. |
| 19 | Providing & fixing 20 mm thick & 25cm deep compressible fibre board in expansion joint complete as per drawing & Technical Specifications. |
| 20 | Narrow Filter Sub- Surface Drain: Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per Section 702.3 and 309.3.5 of the specifications, including excavation andbackfilling. |
| 21 | Providing and applying one coat of solvent-based silane-siloxane primer followed by two coats of solventbased thermoplastic aliphatic anti-carbonation paint on concrete surfaces for protection against carbonation distress, complete as per specifications. |
| 22 | Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete. |
| 23 | 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. |
| 24 | Crusher Run Macadam Base - 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 |
| 25 | 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. |
| 26 | Construction of dowel jointed, plain Cement Concrete pavement in M-40 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, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and 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 but excluding cost of steel in dowel bar and tie rod etc. |
| 27 | Add extra for the cost of steel in dowel bar and tie baretc. required as per design. Mild Steel dowel bars confirming to IS 432, grade I |
| 28 | Add extra for the cost of steel in dowel bar and tie baretc. required as per design. HYSD tie bars of Fe 500 grade confirming to IS 1786 |
| 29 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. |
| 30 | 1000 mm dia., in single row, |
| 31 | Size 300 mm dia. meter |
| 32 | Size 600 mm dia. meter |
| 33 | Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads 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 |
| 34 | Supplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200- 300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC:67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof. |
| 35 | Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) 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 a 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. |
| 36 | 60 cm equilateral triangle |
| 37 | 60 cm circular |
| 38 | 80 cm x 60 cm rectangular |
| 39 | 60 cm x 60 cm square |
| 40 | Direction and Place Identification Signs more than 0.9 Sqm Size Board (Type XI) - Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting 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 min. 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 meter total height 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. |
| 41 | Kilo Meters Stone: Reinforced cement concrete M15 grade kilometres stone of standard design as per IRC:8, fixing in position including painting and printing etc Ordinary Km stone (Precast) |
| 42 | Kilo Meters Stone: Reinforced cement concrete M15 grade kilometres stone of standard design as per IRC:8, fixing in position including painting and printing etc Hectometres stone (Precast) |
| 43 | Providing and laying Boulders Apron on River Bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification. A-boulder laid dry without wire crates. |
| 44 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per sections 1000, 1500, 1700 & 2100 of the specifications. PCC Grade M15 |
| 45 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge RCC Grade M30 |
| 46 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge RCC Grade M30 |
| 47 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge RCC Grade M30 |
| 48 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 49 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 50 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering 'Suspended floors, roofs, landings, balconies and access platform. |
| 51 | Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. RCC Grade M20 |
| 52 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing, technical specifications and as per Section 2706 of the specifications. |
| 53 | Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. RCC Grade M25 |
| 54 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600. FE 500D |
| 55 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Section 2504 of the specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.. |
| 56 | Construction of granular sub-base by Plant Mix Methodincluding mixing in a mechanical mixing plant at OMC,carriage of mixed material to work site, spreading inuniform layers with motor grader on prepared surfaceand compacting with vibratory power roller to achieve thedesired density, including all lifts and lead complete asper Section 401 of the specifications Grading V |
| 57 | Providing and laying Plain/Reinforced cementconcrete in open foundation including form workshuttering etc. complete as per drawing and technicalspecifications and as per sections 1000, 1500, 1700 &2100 of the specifications. |
| 58 | Providing and Laying Reinforced cement concreteHume pipe NP4 for culverts including fixing collar withcement mortar 1:2 excluding excavation bedding,protection works, backfilling, concrete and masonrywork in head walls and parapets as per Section 2900 ofthe specifications. 1200 mm dia., in double row, |
| 59 | Providing and laying Boulders Apron on River Bed forprotection against scour with stone boulders weighingnot less than 40 kg each complete as per drawing andtechnical specification. |
| 60 | 4 X 2.5 sq mm |
| 61 | 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 |
| 62 | Digital Ampere Metre with CTs with selector switch |
| 63 | Digital Volt Metre with selector switch & HRC fuse |
| 64 | Frequency Metre |
| 65 | Copper Bus bar strips with PVC sleeves |
| 66 | Aluminium bus bar strips with PVC sleeves |
| 67 | LED lamp indicator |
| 68 | Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply,installation,testingandcommissioningofAstro-TimeSwitch basedonAstroprogrami.e. calculationofsunriseandsunsettimesthrough date,timeandIndianPINCodes.ItshallhaveanoptionofAstroONperiod overridebytimeswitchandOffsetfunctionwhichallowsprogrammingof switchingtimesOffsetfromtheastronomictime. The230VACoperated AstroTimeWitchshallhaveanoperatingrangeof96...253VACwith1NO, 16A,AgSn02ContactmaterialwithStartingcurrentof120Aand1CO cadmiumFreecontacts itshallhaveLCDstatusindicationwithbacklight displayalongwithinternaleasilyreplaceablebatteryonthefrontsidefor set- upandprogramming.TheelectricallifeatratedloadAC1shallbe1Lakh cyclesandshallworkatanambienttemperatureof-20to+50degC.It shallhaveadielectricstrengthbetweensupplyandopencontactsof4000V AC,betweenopencontacts1000VACrespectivelyandratedimpulse voltage(betweensupplyandcontacts)of6kVandratedimpulsevoltage (betweenopencontacts)of1.5kV.Themountingshallbeon35mmDINrail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC |
| 69 | Current Rating -25 to100 Amps & 70% -100% adjustable |
| 70 | Current Rating -160 Amps & 70% -100% adjustable |
| 71 | MCB SP 6Amp to 32Amp 10kA rating |
| 72 | MCB DP 6Amp to 32Amp 10kA rating |
| 73 | 6 Amp to 32 Amp Rating |
| 74 | MCB FP For 50 Amp to 63 Amp Rating |
| 75 | 50.00mm outside dia. |
| 76 | 110.00mm outside dia |
| 77 | 10 sq. mm. |
| 78 | 70 Sq.mm(XLPE |
| 79 | 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. |
| 80 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmm but notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. |
| 81 | Earthing with G.I.Earth pipe 4.5 meter long and 40mm dia with masonary enclosure incementmortor, cover plate having locking arrangment on the top etc.(but without charcoal or coke and salt) complete as required. |
| 82 | Earthing with G.I. Earth plate 600mmX600mmX6mm thick including accessories and providing masonary encloser incement mortor,coverplatehaving lockingarrangmentonthetopandG.I. wateringpipe20mmdia2.7meter longetc.(butwithoutcharcoalor coke and salt ) complete as required. |
| 83 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 84 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 85 | Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required |
| 86 | Supplying and laying 8 SWG copper wire at 0.5 meter below ground level as conductor earth electrode including soldering etc. as required. |
| 87 | Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm |
| 88 | GlandSize50mmsuitableforcable3½x150Sq.mmOR 3 x 185 Sq.mm |
| 89 | 2.5 to 6.00 sq. mm |
| 90 | 10.00 sq. mm |
| 91 | 6 -16 sq. mm |
| 92 | 150 Sq.mm. |
| 93 | Upto 16 sq. mm conductor size |
| 94 | Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade) |
| 95 | Providing and fixing of sword canopy type double arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole |
| 96 | Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner. |
| 97 | 150W Please Enable Macros to View BoQ information |
