Tender For Repair Renovation Damages On R Ur To Palahu Via Kanyari Lana Cheta Road Km. 0/00 To 7/230(Sh:-C/O Plain Cement Concrete Retaining Wall From Rd.0/150 To 0/162.60, 5/130 To 5/145, 6/369 To 6/434 & Construction Of Unlined Drain From Km. 0/00, Sangrah-Himachal Pradesh
TDR : 54705475
Tender Notice
BOQ
8 Days Left
Sangrah
Himachal Pradesh
Tender For repair renovation Damages On R Ur To Palahu Via Kanyari Lana Cheta Road Km. 0/00 To 7/230(Sh:-C/O Plain Cement Concrete Retaining Wall From Rd.0/150 To 0/162.60, 5/130 To 5/145, 6/369 To 6/434 & Construction of Unlined Drain From Km. 0/00
Name of Work:- R/R damages on R ur to Palahu Via Kanyari Lana Cheta Road Km. 0/00 to 7/230(SH:-C/O PCC R/Wall from RD.0/150 to 0/162.60, 5/130 to 5/145, 6/369 to 6/434 & C/O Unlined drain from Km. 0/00 to 2/500)
Sl. No.
Item Description
1
Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction 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 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 level consideration to avoiding a diverse effects on environment, trimming filling of uneverness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
2
Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
3
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 1:4:8 (One Cement : Four Sand: Eight Graded Stone Aggregate ) 40mm (Forty Milimetre) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
4
Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia pvc pipe extending throught the full width of the structure with slopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .
5
Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
6
Construction of unlined surface drains of average cross sectional area 0.40 square metre in soil to specified lines,grades,levels and diamensions excavated materials to be used in embankment with a lift upto 3 mtr and lead of 50mtr (Average lead 25 mtr) as per drawing and technical specification clause 307.By Manual Means. lncluding haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. Please Enable Macros to View BoQ information
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