Tender For Construction Of Retaining Wall And Slip Clearance On Beoli To Bijarni Road. Package No. Jk04-187, Length=6.00 Km, Tehsil Bhagwah, District Doda., Doda-Jammu And Kashmir
TDR : 54909152
Tender Notice
BOQ
8 Days Left
Doda
Jammu And Kashmir
Tender For Construction Of Retaining Wall And Slip Clearance On Beoli To Bijarni Road. Package No. Jk04-187, Length=6.00 Km, Tehsil Bhagwah, District Doda.
Name of Work:- Construction of R/Wall and Slip Clearance on Beoli to Bijarni road. Package No. Jk04-187, Length=6.00 km, Tehsil Bhagwah, District Doda.
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
2
All kinds of soil
3
Ordinary Rock.
4
Slip Clearance: In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
5
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
6
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
7
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
8
Dumping stone including cost of stones. in Horizontal on level.
9
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
10
RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
11
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)
12
FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
13
Carriage of Materials by MT:
14
Sand from an average distance of 25 Kms
15
Stone aggrigate below 40 MM from an average distance of 25 Kms
16
Stone from an average distance of 08 Kms Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
