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| 1 | Minor Bridge (well Foundation) |
| 2 | Providing and construcation Temporary Island 16 m diameter for construction of well foundation for 8m dia well. As required and directed by E/I. (MoRTH Speci. 1200) |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. (MoRTH Speci. 1200 & 1900) |
| 4 | Plain/Reinforced Cement Concrete, M35 Grade (OPC 43 grade) in Well Foundation in well curb complete as per Drawing and Technical Specification. (MoRTH Speci. 1200, 1500 & 1700) |
| 5 | Plain/Reinforced Cement Concrete M35 Grade (OPC 43 grade) in Well Foundation in well Steining complete as per Drawing and Technical Specification. (MoRTH Speci. 1200, 1500 & 1700) |
| 6 | Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. |
| 7 | 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.(MoRTH 1200) (Depth below bed level upto 3.0 M) |
| 8 | 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.(MoRTH 1200) ( Beyond 3m upto 10m depth) |
| 9 | 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.(MoRTH 1200) (Beyond 10m upto 20m) |
| 10 | Plain/Reinforced Cement Concrete M35 Grade (OPC 43 grade) in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. (MORTH 1200, 1500 & 1700) |
| 11 | Sand Filling in Wells complete as per Drawing and Technical Specifications. (MORTH Spec.1207) |
| 12 | Plain/Reinforced Cement Concrete M 30 Grade (OPC 43 grade) in Well Foundation in Plugging the Top of well complete as per Drawing and Technical Specification. (MORTH Spec. 1200, 1500 & 1700) |
| 13 | Plain/Reinforced Cement Concrete M 35 Grade (OPC 43 grade) in Well Foundation in Well Caps complete as per Drawing and Technical Specification. (MORTH Spec. 12.11 F, (iV) Case II |
| 14 | Reinforced Cement Concrete M 35 Grade (OPC 43 grade) in Sub-Structure of bridge complete as per Drawing and Technical Specification. (MORTH Spec. 13.05, H |
| 15 | Furnishing and Placing Reinforced Cement concrete M35 (OPC 43 grade) in RCC beam and slab super-structure as per drawing and Technical Specification (MORTH Spec.1500 &1600 1700) (Height 0m to 5.00 M) |
| 16 | Furnishing and Placing Reinforced Cement concrete M35 (OPC 43 grade) in RCC beam and slab super-structure as per drawing and Technical Specification (MORTH Spec.1500 &1600 1700) (Height 5m to 10.0 M) |
| 17 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications (MoRTH Section 1600 & 2200) |
| 18 | Strip seal expansion joint providing and laying of a strip seal expansion Joint catering to maximum horizontal movement up to 70mm. Complete as per approved drawings and standard sepcfications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturers instrurctions for installation. As per MORTH Specification. 14.21, 2607 |
| 19 | Drainage Spouts complete as per drawing and Technical specification (MORTH Spec.2705) |
| 20 | Construction of precast RCC Railing of M30 Grade (OPC 43 grade) aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and Technical specifications. As per MORTH Specification. 14.06, 2703, 1500, 1600 & 1700 |
| 21 | Supply, fitting and fixing in position true to line and level elastomeric bearing conforming ot IRC:83 (Part-II) section IX and clause 2005 of MORTH specifictions complete including all accessories As per MORTH Specification. 13.16, 2000 & 2200 |
| 22 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. As per MORTH Specification. 13.09, 710.1.4 of IRC:78 & 2200 |
| 23 | PCC M15 (OPC 43 grade) Below Approach Slab as a Levelling (MORTH Spec. 2700) |
| 24 | PCC M35 (OPC 43 grade) Approach Slab (MORTH Spec. 1500,1600,1700 & 2704 ) |
| 25 | Providing and laying Cement concrete wearing coat M-30 grade (OPC 43 grade) including reinforcement complete as per drawing and Technical Specifications (MORTH Spec. 2702) |
| 26 | Earth work in excavation of foundation of structure. As per drawing and technical specification, including settling out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials. As per MORTH specification No 12.01, 304 |
| 27 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per MORTH Specification. 15.5, 2504 |
| 28 | 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. As per MORTH Specification. 15.1, 2503 |
| 29 | Plain cement concrete 1:3:6 nominal mix (OPC 43 grade) in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compaced by vibration including curing for 14 days. As Per MORTH Specification |
| 30 | Class 150 Sub class 'A' brick work (OPC 43 grade) in 1:4 cement and coarse sand mortae in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. As per S.I. No. 307 |
| 31 | Struck pointing with cement mortar consisting of (OPC 43 grade) one part of cement and tree parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaing and supply of all matreials labour and tools and plants required for the proper completion of the work.as per S.I. no. 574 |
| 32 | Detail survey of road such as jungle clearance, levelling making cross section, plane tableing etc. complete. |
| 33 | Dag belling 15cm deep in one line alingned with flags and jhandies as directed by the Engineer in charge. |
| 34 | 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. as per MoRTH clause 3.16 & 305 The compacted thickness of each layer shall not be more than 250 mm |
| 35 | Construction of earthen shoulder with approved material in Patri 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.with lead up to 1000m as per MORT&H clause 305, 3.18 The compacted thickness of each layer shall not be more than 200 mm |
| 36 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C.and compacting with vibratory roller to achieve the desired density for Grading 1 as per MORD Specification complete as per clause 401 |
| 37 | Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN 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 for Grading 2 as per MORD Specification No.405 |
| 38 | Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN 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 for Grading 3 as perTechnical Specification clause -405.30 |
| 39 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical specification clause - 502 |
| 40 | Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm (dry and huge surface) on the prepared surface cleaned with mechanical broom completely including the cost of all labour, T&P. As per MoRT&h no 503 |
| 41 | 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 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 80-100 KN capacity, finished to required level and grades to followed by seal coat as per Technical specification clause - 508 |
| 42 | Providing and laying seal coat Type C by manual means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical specification clause - 510(III)(I) |
| 43 | Providing and Laying Reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement morter 1:2 but excluding excavation, Protection works, back filling, concrete and masonery works in head wallas and parapets. as per clause 1106. (1000MM Dia) For Diversion Route Please Enable Macros to View BoQ information |
