Tender For Repair Renovation Damages To Link Road From Dhara Main Road To Ochhali Km 0/0-0/250 (Sh:- Construction Of Retaining Wall At Rd 0/160-0/170, Retaining Wall At Rd 0/23-0/250 & Providing Kharnaja Stone Soling At Rd 0/0-0/250, Rohru-Himachal Pradesh
TDR : 54334214
Tender Notice
BOQ
2 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damages To Link Road From Dhara Main Road To Ochhali Km 0/0-0/250 (Sh:- Construction of Retaining Wall At Rd 0/160-0/170, Retaining Wall At Rd 0/23-0/250 & Providing Kharnaja Stone Soling At Rd 0/0-0/250
Name of Work:- R/R Damages to link road from Dhara main road to Ochhali km 0/0-0/250 (SH:- C/O R/Wall at RD 0/160-0/170, R/Wall at RD 0/23-0/250 & Providing kharnaja stone soling at RD 0/0-0/250
Sl. No.
Item Description
1
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 with in all leads and lifts as per directed by the Engineer-in-Change
2
Earthwork in excavation for structures as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change
3
Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge
4
Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge
5
Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change
6
Preparation of sub grade by dressing to combor(Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification.
7
Consolidation of sub grade with roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specification.
8
Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 230mm spread thickness(finished work including materials and ladour) Please Enable Macros to View BoQ information
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