| 1 | 1 | BRIDGE WORK:\nExcavation for Structures:- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | BI01010001010000000000000515BI0100001126 | | |
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| 2 | 1.01 | Up to 3.0 M. | BI01010001010000000000000515BI0100001127 | 128.25 | Cum |
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| 3 | 1.02 | 3.0 to 6.0 M. | BI01010001010000000000000515BI0100001128 | 128.25 | Cum |
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| 4 | 1.03 | Above 6.0 M. | BI01010001010000000000000515BI0100001129 | 26.08 | Cum |
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| 5 | 1.04 | Hard Rock | BI01010001010000000000000515BI0100001130 | 68.4 | Cum |
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| 6 | 2 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001131 | 6.56 | Cum |
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| 7 | 3 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 25 Using Concrete Mixer | BI01010001010000000000000515BI0100001132 | 151.22 | Cum |
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| 8 | 4 | Supplying, fitting and placing HYSD bar reinforcement in Sub-Structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001133 | 22.76 | MT |
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| 9 | 5 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification | BI01010001010000000000000515BI0100001134 | 120 | Rm |
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| 10 | 6 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing tonne consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/ fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications | BI01010001010000000000000515BI0100001135 | 1600 | MT |
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| 11 | 7 | Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 2062 - 2011 required for proper completion of the bridge including ground errection of the bridge all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. | BI01010001010000000000000515BI0100001136 | 73 | MT |
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| 12 | 8 | Erection of Steel Truss (Girder) Bridge as per drawing with metre required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a recognised reputable institution/consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make or any other as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge | BI01010001010000000000000515BI0100001137 | 73 | MT |
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| 13 | 9 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | BI01010001010000000000000515BI0100001138 | 11 | Rm |
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| 14 | 10 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001139 | 5.78 | Cum |
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| 15 | 11 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001140 | 80.15 | Rm |
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| 16 | 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | BI01010001010000000000000515BI0100001141 | 20.12 | Cum |
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| 17 | 13 | Providing and applying two coat of epoxy paint over one coat of epoxy zinc rich primer as per drawing and Technical Specification (MORTH 1906). One coat of epoxy zinc rich primer of 60 microns min. dry film thickness (DFT) shall be applied. Two coats of epoxy based (2-pack) finishing coat of 60 microns min. dry film thickness (DFT) each shall be applied as intermediate coat (in shop) and top finish coat (at site).Top coat shall be applied after laying of deck slab.) | BI01010001010000000000000515BI0100001142 | 2177 | Sqm |
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| 18 | 14 | Supply and Fixing of 20 mm dia P.F. make 10.90 grade HSFG High Strength Friction Grip Bolt to IS 3757:1985 latest to grade 10.9S with High Strength Friction Grip nut to IS 6623:2004 latest to grade 10S and high Strength Friction 2 No. washer including cost of all material, Labour, Fixing at site, all taxes, T&P etc required foe Proper completion of the work (20 X 100mm) | BI01010001010000000000000515BI0100001143 | 4596 | No. |
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| 19 | 15 | ROAD Works | BI01010001010000000000000515BI0100001144 | | |
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| 20 | 16 | APPROCH ROAD | BI01010001010000000000000515BI0100001145 | | |
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| 21 | 17 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil | BI01010001010000000000000515BI0100001146 | 83 | Cum |
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| 22 | 18 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications | BI01010001010000000000000515BI0100001147 | 150 | Cum |
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| 23 | 19 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) | BI01010001010000000000000515BI0100001148 | 22 | Cum |
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| 24 | 20 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. | BI01010001010000000000000515BI0100001149 | 33 | Cum |
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| 25 | 21 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001150 | 200 | Cum |
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| 26 | 22 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001151 | 16 | Cum |
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| 27 | 23 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001152 | 16 | Cum |
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| 28 | 24 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | BI01010001010000000000000515BI0100001153 | 40 | Rm |
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| 29 | 25 | Protection works | BI01010001010000000000000515BI0100001154 | | |
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| 30 | 26 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | BI01010001010000000000000515BI0100001155 | 195 | Cum |
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| 31 | 27 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | BI01010001010000000000000515BI0100001156 | 594 | Cum |
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