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| 1 | Foundation Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. |
| 2 | Assuming depth of water 1.0 m and heignt of island to be 1.25 m. [ MoRTH - 12.9 A ] |
| 3 | Assuming depth of water 4.0 m and heignt of island to be 4.5 m. [ MoRTH - 12.9 B ] |
| 4 | Providing and construction one span servicef road to reach island location from one pier location to another pier location. [ MoRTH - 12.9 C ] |
| 5 | Providing and construction one span servicef road to reach island location from one pier location to another pier location. [ MoRTH - 12.9 C ] |
| 6 | Providing and laying Cutting Edge of Mild Steel weighing 40 kg per meter for Well Foundation complete as per Drawing and Techinical Specification. [ MoRTH - 12.10 ] |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. |
| 8 | R.C.C. in Well Curb M30 Grade [ MoRTH - 12.11 A III Case-II ] |
| 9 | RCC in Well Steining M30 Grade [ MoRTH - 12.11 B VII Case-II ] |
| 10 | RCC in False stenning M30 Grade [ MoRTH - 12.11 B VII Case-II ] |
| 11 | PCC in Bottom Plugging M25 Grade [ MoRTH - 12.11C Case-II ] |
| 12 | Intermediate Plugging M15 Grade [ MoRTH - 12.11D(i) Case-II ] |
| 13 | R.C.C. in Well Cap M30 Grade [ MoRTH - 12.11F III Case-II ] |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [ MoRTH - 12.40 -1600 ] |
| 15 | Sinking of 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. |
| 16 | Depth below bed level upto 3.0 M [ MoRTH - 12.12 A-I ] |
| 17 | Beyond 3m upto 10m depth [ MoRTH - 12.12 B-II ] |
| 18 | Beyond 10 m upto 20 m depth [ MoRTH - 12.12 B-III ] |
| 19 | Beyond 20 m upto 30 m depth [ MoRTH - 12.12 B-IV ] |
| 20 | Sand filling [ MoRTH - 12.21-1207 ] |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. |
| 22 | RCC in Pier M35 Grade [ MoRTH - 13.5H-Q ] |
| 23 | RCC in Abutment Column M35 Grade [ MoRTH - 13.5H-P ] |
| 24 | RCC in Pier Cap M35 Grade [ MoRTH - 13.5H-Q ] |
| 25 | RCC in Top Beam M35 Grade [ MoRTH - 13.5H-Q ] |
| 26 | Concrete in Padestal M45 Grade [ MoRTH - 13.5J-Q ] |
| 27 | Concrete in Back wall , wing wall & Parapet M35 Grade [ MoRTH - 13.5H-Q ] |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. [ MoRTH - 13.6-1600 & 2200 ] |
| 29 | 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. [ MoRTH - 13.18-2000 & 2200 ] |
| 30 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. |
| 31 | PSC Main Beam M45 Grade [ MoRTH - 14.1F II (R) ] |
| 32 | RCC in deck slab M40 Grade [ MoRTH - 14.1F II (R) ] |
| 33 | RCC in cross beam M45 Grade [ MoRTH - 14.1F II (R) ] |
| 34 | RCC crash barrier M40 Grade [ MoRTH - 14.1E II (R) ] |
| 35 | RCC Foot Path M40 Grade [ MoRTH - 14.1E II (R) ] |
| 36 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications [ MoRTH - 14.2-1600] |
| 37 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. [ MoRTH - 14.3-1800] |
| 38 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications [ MoRTH - 14.4-2702] |
| 39 | Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, 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. [ MoRTH - 14.21-2607] |
| 40 | Drainage Spouts complete as per drawing and Technical specification [ MoRTH - 14.9-2705] |
| 41 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. M15 Grade [ MoRTH - 14.10-2700] |
| 42 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30 Grade [ MoRTH - 14.11-1500 & 1600 & 1700 & 2704] |
| 43 | Providing, fitting and fixing GI Pipe 65mm railing complete as per drawing and Technical Specification [ MoRTH - 14.8-2703.2 & 1900] |
| 44 | 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. [ MoRTH - 14.16-800] |
| 45 | Approach Road |
| 46 | Detail Survey of road such as jungle clearance, levelling making cross section, plate3 tabeling etc. complete. |
| 47 | Dag belling 15cm deep in one line alingned with flag and jhandies as directed by the Engineer incharge |
| 48 | 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. [ MoRTH - 3.16, 305 ] |
| 49 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (GSB) [ MoRTH - 4.1, 401A(i) ] |
| 50 | Water Bound Macadam 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. Greding 2 [ MoRTH - 4.11, 404 A(ii) ] |
| 51 | Water Bound Macadam 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. Greding 3 [ MoRTH - 4.11, 404A(iii) ] |
| 52 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. [ MoRTH - 5.7, 510 ] |
| 53 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A [ MoRTH - 5.9, 511(ii) ] |
| 54 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surfae and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means [ MoRTH - 5.1, 502B(i) ] |
| 55 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [ MoRTH - 5.2, 503(i) ] |
| 56 | Brick Edging on Both Sides of Carriageway. [ PWD SOR ] |
| 57 | Metal Beam Crash Barrier [ MoRTH - 8.23, 811A ] |
| 58 | Additional Approach Road |
| 59 | Detail Survey of road such as jungle clearance, levelling making cross section, plate3 tabeling etc. complete. |
| 60 | 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. [ MoRTH - 3.16, 305 ] |
| 61 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (GSB) [ MoRTH - 4.1, 401A(i) ] |
| 62 | Water Bound Macadam 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. Greding 2 [ MoRTH - 4.11, 404 A(ii) ] |
| 63 | Water Bound Macadam 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. Greding 3 [ MoRTH - 4.11, 404A(iii) ] |
| 64 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. [ MoRTH - 5.7, 510 ] |
| 65 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A [ MoRTH - 5.9, 511(ii) ] |
| 66 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surfae and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means [ MoRTH - 5.1, 502B(i) ] |
| 67 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [ MoRTH - 5.2, 503(i) ] |
| 68 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [ MoRTH - 5.2, 503(i) ] |
| 69 | Construction of 1000mm dia NP3 Hume Pipe Colvert |
| 70 | Construction of 350mm dia NP3 Hume Pipe Colvert |
| 71 | Protection Work |
| 72 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253 [ PWD SOR ] |
| 73 | Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications. [ MoRTH - 15.5, 2504 ] |
| 74 | 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 [ MoRTH - 15.4, 2504 ] |
| 75 | Launching Apron |
| 76 | Providing & Laying boulder in Toe Wall for river bed protection with wire crates [ MoRTH - 15.1, 2503 ] |
| 77 | Construction of K.C. Drain |
| 78 | Construction of Chute Drains Please Enable Macros to View BoQ information |
