Tender For Repair Renovation Damage To Telga To Bangsar Road Km 0/00 To 4/700 (Sh:- Construction Of Removal Of Slips At Rd 0/750-0/825,1/915-1/990,2/00-2/435,2/510-2/750, & Retaining Wall In Stone Masonary Cm 1:6 At Rd 3/120-3/140,3/600-3/618.50 And, Rohru-Himachal Pradesh
TDR : 54646526
Tender Notice
BOQ
3 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damage To Telga To Bangsar Road Km 0/00 To 4/700 (Sh:- Construction of Removal Of Slips At Rd 0/750-0/825,1/915-1/990,2/00-2/435,2/510-2/750, & Retaining Wall In Stone Masonary Cm 1:6 At Rd 3/120-3/140,3/600-3/618.50 And
Name of Work:- R/R Damage to Telga to Bangsar road KM 0/00 to 4/700 (SH:- C/O Removal of slips at RD 0/750-0/825,1/915-1/990,2/00-2/435,2/510-2/750, & R/Wall in stone masonary cm 1:6 at RD 3/120-3/140,3/600-3/618.50 and B/Wall in stone masonary cm 1:6 at RD 2/900-2/940,3/430-3/460 & B/Wall in W/C at RD 3/640-3/660 and P/L Kharanja stone soling at RD 2/300-2/800)
Sl. No.
Item Description
1
Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611
2
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. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge
3
Earthwork in excavation for structures 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.as directed by the Engineer-in-Change
4
Stone masonary in cement mortar 1:6 (1Cement :6 sand) for sub-structure complete as per drawings and technical specification Clauses 702, 704,1202 and 1204 including carriage of material within all leads and lifts as per directions of Engineer in charge
5
Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change
6
Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change
7
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
8
Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.
9
Prepration of sub grade by dresing to camber (earth work for the cutting involved for sub grade to paid for sprepatly depending upon the classification of soil completed as per HP.PWD specification within all leads and lifts as per directions of Engineer in Charge.
10
Consolidation of sub grade with road roller including making good the undulation etc, with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and with in all leads and lifts as per directed by the Engineer-in-Change
11
Stone soling masonry hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding material moorum of erarth etc complete as per HP.PWD specification 100mm spread thickness finished work including materials and labour complete includin g carrige of materials within all leads and lifts as per directions of Engineer in charge Please Enable Macros to View BoQ information
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