|
| 1 | Foundation Work: Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 6 m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25 m. |
| 2 | 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 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 18 | RCC in Pier Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 19 | RCC in Abutment column Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 20 | RCC in Pier cap Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 21 | RCC in Top beam Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 22 | RCC in Pedestal Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 23 | RCC in seismic arrester Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 24 | RCC in Back wall, Wing wall & Parapet of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 26 | 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. |
| 27 | Super Structure Work: PSC Main Beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 28 | RCC in deck slab Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 29 | RCC in cross beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 30 | 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 |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 32 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 33 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 34 | 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. |
| 35 | Drainage Spouts complete as per drawing and Technical specification |
| 36 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 37 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 38 | 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. |
| 39 | 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. |
| 40 | Concrete in Footpath Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 41 | pile bridge |
| 42 | pile bridge |
| 43 | Main Approach Road: 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. |
| 44 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 45 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-II |
| 46 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-III |
| 47 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 48 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 49 | 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. |
| 50 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. |
| 51 | Brick Soling |
| 52 | Construction of K.C. Drain |
| 53 | Construction of Chute Drains |
| 54 | Addional Approach Road: 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. |
| 55 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 56 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-II |
| 57 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-III |
| 58 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 59 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 60 | 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. |
| 61 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. |
| 62 | Construction of 1000 mm Dia NP3 Hume pipe |
| 63 | Construction of 350 mm Dia NP3 H.P. Culvert |
| 64 | Brick Edging |
| 65 | Protection Work: Earth work in excavation. |
| 66 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. |
| 67 | Providing and laying stone boulder pitching using 25-60 kg stone boulder 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 (MORT&H Specification no 2504) |
| 68 | Providing & Laying Launching Apron |
| 69 | Providing & Laying Launching of Toe Wall |
| 70 | Road Safety & Signage: Road Delinator |
| 71 | 12m-15m Span Over Sttructure with 300 dia MS-two vertical post |
| 72 | Linear Delinator System (LDS) IRC:79:2019 |
| 73 | Retro-ReflectiveSheeting type-IV with 4mm thick ACM Single Side MORTH-801 |
| 74 | Bollard (Single Side) IRC:67:2012 |
| 75 | Retro-Reflectorised Traffic sign as per IRC-67-2012 i) 90 cm equilateral tringle with diffinitation plate (20cmx60cm) |
| 76 | Retro-Reflectorised Traffic sign as per IRC-67-2012 ii) 60 cm Circular with diffinitation plate (20cmx60cm) |
| 77 | Retro-Reflectorised Traffic sign as per IRC-67-2012 iii) 80 mx60mm rectangular with diffinitation plate (20cmx60cm) |
| 78 | Road Making with Hot Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface. (Main Bridge & Main Approach) |
| 79 | Road Making with Hot Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface. (Additional Approach) |
| 80 | Reflective Raised Pavement Markers (Cat Eye/Road Stud). (Main Bridge & Main Approach) |
| 81 | Reflective Raised Pavement Markers (Cat Eye/Road Stud). (Additional Approach) |
| 82 | Type - 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. Please Enable Macros to View BoQ information |
