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| 1 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as perdrawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) |
| 2 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical Specification.PCC Grade M15 Case II With Batching Plant, Transit Mixer and Manual placing |
| 3 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 6 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical SpecificationRCC Grade M35(ii) With Batching Plant, Transit Mixer and Manual placing |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 8 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m to 10mtr With Batching Plant, Transit Mixer and Concrete Pump |
| 9 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height above 10mtr With Batching Plant, Transit Mixer and Concrete Pump |
| 10 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC/PSC Grade M40(ii) For T-beam & slab, (p) Height upto 5m |
| 11 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC/PSC Grade M40 using batching plant, Transit mixer and concrete pump(ii) For Solid slab superstructure, (p) Height upto 5m |
| 12 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with100 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 |
| 13 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not lessthan 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 Specification |
| 14 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 15 | Strip Seal Expansion Joint (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 instrctions for installation.) |
| 16 | Crash Barriers for bridge-Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures and medians, constructed with Reinforced c+B126ement concrete with HYSD reinforcement conforming to conforming MoRTH specification and as per details given IRC:5(Fig-5,b) including dowel bars , expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per approved drawing and at locations directed by the Engineer, all as specified.a) M40 grade concrete & HYSD Steel reinforcement (The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter8 on Traffic and Transportation.)Crash Barriers for bridge( height 1100mm) as per details given IRC-5(fig.-1) ( Area -0.298 Sqm for 1 meter length) |
| 17 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 18 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (Grade M30) |
| 19 | Direction and Place Identification signs upto 0.9 sqm size board. (PProviding and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB,3.2mm thickness and 4.5 m total height firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 20 | Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..) |
| 21 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) using concrete batching and mixing plant PCC M15 for Kerb base |
| 22 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottomwidth 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mmthick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine,foundation concrete laid manually, all complete as per clause 409) using concrete batching and mixing plant PCC M20 for Kerb (cast in situ) |
| 23 | Bore Hole for Soil Investigation - Carrying out confirmatory bores up to required depths complete in all respects as per MoRTH Technical Specifications 2400 and as directed by Engineer-in-Charge. From 0.00 to 10.00 mtr |
| 24 | Bore Hole for Soil Investigation - Carrying out confirmatory bores up to required depths complete in all respects as per MoRTH Technical Specifications 2400 and as directed by Engineer-in-Charge. Depth 10.00 to 20.00 mtr |
| 25 | BRIDGE LOAD TEST with mobilization and demobilization |
| 26 | Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing complete assembly as per IRC: 83 part III 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.. Fixed POT-PTFE Bearing (FX) and Free POT-PTFE Bearing (FR) |
| 27 | Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing complete assembly as per IRC: 83 part III 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.. Long. Guided POT-PTFE Bearing (LG) |
| 28 | Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing complete assembly as per IRC: 83 part III 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.. Trans Guided POT-PTFE Bearing (LG) |
| 29 | Excavation 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.) Ordinary soil-Mechanical Means Depth UPTO 3m |
| 30 | Drainage Spouts complete as per drawing and Technical specification |
| 31 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & manual placing Please Enable Macros to View BoQ information |
