Tender For Restoration Of Rain Damages On Deori To Shanad Road Km. 0/00 To 11/500. (Sh:-Construction Of Wire Crated Retaining Wall At Rd.1/170 To 1/789 And Construction Of Hume Pipe Culvert 900 Mm Dia At Rd. 0/700)., Deori-Himachal Pradesh
TDR : 55122376
Tender Notice
BOQ
Expired
Deori
Himachal Pradesh
Tender For Restoration Of Rain Damages On Deori To Shanad Road Km. 0/00 To 11/500. (Sh:-Construction Of Wire Crated Retaining Wall At Rd.1/170 To 1/789 And Construction of Hume Pipe Culvert 900 Mm Dia At Rd. 0/700).
Name of Work:- Restoration of rain damages on Deori to Shanad road Km. 0/00 to 11/500. (SH:-Construction of wire crated Retaining wall at RD.1/170 to 1/789 and C/o Hume pipe culvert 900 mm dia at RD. 0/700).
Sl. No.
Item Description
1
Excavation in earth work for structure in all heights and depths in all kinds of soil including ordinay rock,hard rock (Requiring blasting), hard rock(blasting prohibited), marshy soil and their intermediate classification. If water is met due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry whenever so required by the contractor at his own cost , including dressing of slopes and beds setting out conforming to required lines, grades , side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of soil to road way after back filling and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking, leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1. All useful materials,such as stone shingles, agg. and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects.
2
Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clause 702,704,1202 and 1204 in cement mortar 1:5 (one cement: five sand) within all leads and lift of materials and as per direction of Engineer-in- charge
3
Providing and laying reinforced cement concrete pipe NP3 (900mm dia for culverts on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work and back filling and concrete work in head wall and paraptes clause 1106. within all leads and lift of materials and as per direction of Engineer-in- charge
4
Providing and laying of dry rubble flooring complete as per drawings and technical specification clause 1303.3 including cariage of all labour requipment and material to various location through all modes of transportation. with in all leads and lifts complete as per entire satisfection of Engineer- in- charge.
5
Providing and laying cement concrete for plain/reinfocement concrete 1:6:12 (One cement : Six sand :twelve graded stone aggregate 40mm (forty miilimetre nominal size) mechanically mixed in open foundations and plinths complele as per drawings and H.P.P.W.D.specification &MORD technical specification and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
6
Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for sub structure as per drawing and techanical specification of Ministry of Rural Development for Rural road clause 702,704,1202 and 1204 including carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
7
Construction of dry rubble stone masonry for Retaining walls, breast walls, revetment walls and parapets etc for sub-structure and super structure complete as per drawing and technical specification of Ministry of Rural Development for Rural road clause 704.6 and 1302.5 including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation. with in all leads and lift of materials and as per direction of Engineer-in-charge.
8
Providing and laying of boulder upron laid in wire crates with 4mm (four milimetre) dia G-I wire confirming to IS 280 amd IS 4826 in 100mmx100mm (one hundred milimetre x one hundred milimetre) mesh wooven diaganally including ten percent extra for laps and joints laid with stone boulder weighting not less than 25 kg (twenty five kilogramme) each as per drawing and technical specification clause 1301 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
9
Back filling behind abutment wing wall and return wall complete as per drawing and technical specification of Ministry of Rural Development for rural road clause 1204.3.8 including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information
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