|
| 1 | Description |
| 2 | Foundation:- Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 6 m dia. Well.Assuming depth of water 4.0 m and height of island 4.5 m. |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 5 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 6 | RCC in Well Curb Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 7 | RCC in Well Steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 8 | RCC in False Steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 9 | PCC in Bottom Plugging Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 10 | PCC in Intermediate Plugging Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 11 | RCC in Well Cap Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 13 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.0 M - 3M |
| 14 | 3 M - 10 M |
| 15 | 10 M -20 M |
| 16 | 20 - 30 M |
| 17 | Negative sinking |
| 18 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 19 | Sub Structure- RCC in Pier Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 20 | RCC in Abutment column Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 21 | RCC in Pier cap Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 22 | RCC in Top beam Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 23 | RCC in Pedestal Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 24 | RCC in seismic arrester Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 25 | RCC in Back wall, Wing wall & Parapet of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 26 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 27 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing 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. |
| 28 | Super Structure- PSC Main Beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 29 | RCC in deck slab Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 30 | Foothpath =2x80.08x1.5x0.3 |
| 31 | RCC in cross beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 32 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 MOST 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 |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 34 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 35 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 36 | 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. |
| 37 | Drainage Spouts complete as per drawing and Technical specification |
| 38 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 39 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 40 | Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. |
| 41 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 42 | pile bridge |
| 43 | pile bridge |
| 44 | MAIN APPROACH:- Earth Work in filling for making Embankment with 12.0m Top width & 1:2 Side Slope with Carted Earth with in 5.0km area. |
| 45 | Cement Treated Crushed Stone Sub base (Plant Mix Method)Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 46 | Cement Treated Crushed Stone Base (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 47 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. |
| 48 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats |
| 49 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 50 | Brick Edging on Both Sides of Carriageway. SOR Sl. No. 765 |
| 51 | Brick soling with straight over burnt bricks laid on Edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8\\") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.SOR Sl. No. 762(b) |
| 52 | Metal Beam Crash BarrierType - A, \\"W\\" : Metal Beam Crash BarrierProviding 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 clause 810.(Rate From SOR LKO Traffic Signs Work Sl No. 26) |
| 53 | Protection Work:- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 54 | Providing and laying0.5 Filter material underneath pitching in slopes complete as per drawing and Technical specification (O.B.B.) |
| 55 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 56 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 57 | Construction of K.C. Drain |
| 58 | Construction of Chute Drains |
| 59 | CAT EYE (L.S) |
| 60 | Sign & Signage (L.S) |
| 61 | Road Making with Hot Applled Thermoplastic Compound with Reflection Glass (LKO SOR Chapter 26 Sl. No. 2) |
| 62 | Direction and Place identification Signs with size more than 0.9 sqm size Board (LKO SOR Chapter 26 Sl. No. 18) |
| 63 | Overhead Signs (LKO SOR Chapter 26 Sl. No. 07) |
| 64 | 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 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 Specification. |
| 65 | 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. |
| 66 | stone Boulder Toe wall Quantity Please Enable Macros to View BoQ information |
