Tender For Widening And Strengthening Of Bhogaon Sankisa Odr Km 1 To 9 600 - (Road Work)Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. (As per MoRTH Specification Clause-301-3.03) 2 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(As per MoRTH Specification Clause-305-3.17) 3 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (As per MoRTH Specification Clause-401-4.1) 4 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(As per MoRTH Specification Clause-406-4.14) 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulstion in uniform single layer on sub- base / subgrade and compacting with road roller to achieve the desired density. (As per MoRTH Specification Clause-406) 6 Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. (For BC) (As per MoRTH Specification Clause-503) 7 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (As per MoRTH Specification Clause-507) 8 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Km. Stone) 9 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Hecto M. Stone) 10 (Construction of RCC Box Culvert, Hume pipe culvert, RCC Drain)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. (As per MoRTH Specification Clause-304) 11 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications 12.8 A case-II (. PCC M-15) (As per MoRTH Specification Clause-12.8A ii) 12 Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. (As per MoRTH Specification Clause-12.05) 13 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant transit mixer & manual placing.12.08C Case-II PCC M-20 in foundation & Sud Structure. (As per MoRTH Specification Clause-12.08C) 14 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.12.08G Case-II RCC M-30 in foundation.(As per MoRTH Specification Clause-12.08G) 15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.12.08G Case-II RCC M-30 in Sub Structure and Super Structure. (As per MoRTH Specification Clause-13.05G) 16 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.12.8G Case-II (RCC M-30 with Reinforcement) For Wearing coat (As per MoRTH Specification Clause-14.04) 17 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.(As per MoRTH Specification Clause-12.42) 18 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications (As per MoRTH Specification Clause-13.03) 19 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications(As per MoRTH Specification Clause-13.08) 20 Drainage Spouts complete as per drawing and Technical specification(As per MoRTH Specification Clause-14.09) 21 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification(As per MoRTH Specification Clause-13.09) 22 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 Clause-16.11) 23 Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.(SI-251) 24 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (SI-4.1.8) 25 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (SI-4.1.2) 26 Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level. (SI-5.2,I) 27 Providingand laying of40 mm gauge B/B under Hume pipe culvert foundation & road workincluding all materials, labour and T&P etc. required for completion of work. 28 Class-150 (Non Modular) brick work in 1:3 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI-6.8) 29 Providing laying and jointing RCC NP 3Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand)1000mm dia 30 Providing laying and jointing RCC NP 3Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand)600mm dia 31 Providing laying and jointing RCC NP 3Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand)350mm dia 32 12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. (SI-13.9) 33 Pointing on brick work on eadge floor with cement mortar 1:2 (1cement :2 Fine sand) (SI-278) 34 Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. 35 Providing and laying Repeated Bar Marking with hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. 36 1- Cost of Maintenance of Road for Five Years will be paid as per E.N.C. Letter no.- 3689lh0-PRMC/ewy&23-24Dt. 17.02.2024.)2-Maintenance cost includes All material, bitumen, labour and T&P etc.3-Payment of Maintenance shall be made as per final execution of civil work which may vary from the BOQ.4-Bidder Shall quote Rate Including all taxes but excluding GST.
