Tender For Restoration Of Rain Damages On Banga Pani To Chatog Road Km 0/000 To 3/000 ( (Sh:- Construction Of Retaining Wall At Rd 2/390 To 2/399.45 )., Shimla-Himachal Pradesh
TDR : 53026822
Tender Notice
BOQ
8 Days Left
Shimla
Himachal Pradesh
Tender For Restoration Of Rain Damages On Banga Pani To Chatog Road Km 0/000 To 3/000 ( (Sh:- Construction Of Retaining Wall At Rd 2/390 To 2/399.45 ).
Name of Work:- Restoration Of Rain Damages On Banga Pani To Chatog Road Km 0/000 To 3/000 ( (Sh:- C/O R/Wall At Rd 2/390 To 2/399.45 ).
Sl. No.
Item Description
1
Cutting in earth work in all depths and heights in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and carriage of all labour , machinery , materials tools, equipments and safety measures and other incidental necessary to completes the work by mechanical means and /or labor (if any required the cost of all useful materials such as stones shingles aggregate and stats shall be slotedout and stacking along road side cum stone will be recovered @ 300 /- Cum Which shall be blasting work which shall be proportionately increase decreases as the quantity of the earth work increase decrease in all cases recovered from the contractor at the rate of per cubic meter shall be effected any loss to the public and private property during the curse of execution shall be the absolute responsibility
2
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 back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical
3
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Cement Mortar 1:6:12(1one cement: six sand: twelve graded stone agg.40mm nominal size).
4
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Cement Mortar 1:4:8(One cement:Four sand:Eight graded stone aggregate 20 mm(Twenty milimetre) nominal size).
5
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Granular material.
6
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including hauling of materials in all leads and lifts as per the same satisfaction and directions of the Engineer-in-Charge. Please Enable Macros to View BoQ information
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