Construction of missing culvert on Rast Manal chunoti road km. 0/0 to 15/915 (SH-C/o 5.0x5.0 size RCC Box cell type culvert at RD 5/310) Under Himachal road improvement schemes during current financial year 2018-19.

Amount

Earth work in excavation for structures in all depths as per drawing and technical specification of Ministry of Rural Development for rural roads clouse- 305.1(Clause - Three Hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited).all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner, systematically with due consideration to avoiding adveRupeese effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diveRupeesion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the courupeese of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases.

Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete nominal mix1:2.5:5 (One cement : Two and Half Sand: five graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.

Providing and laying reinforced cement concrete 1:2:4 ( One cement : Two Sand : four graded stone aggregate ) in Sub-structure as per drawing and technical specifications Clauses 802,84,805,807,1202 and 1204 in all heights and depth including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Providing and laying reinforced cement concrete 1:1.5:3 ( One cement : One and Half Sand : Three graded stone aggregate ) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in all heights and depth including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 in all heights and depth including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Providing Drainage Spouts complete as per drawing and Technical specifications as per clause 1209. including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Construction of embankment with approved materiaks disposed at site from roadway cutting and excavation from drain and foundation of other structure gradeded and compacted to meet requirement of Tables 300.1 and 300.2 as per technical specification clause 301.5,.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( One hundred milimeter) dia AC pipe extending through the full width of the structures with slope of 1(One vertical):20(Twenty Horizential) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Khattar Singh