Tender For Permanent Restoration Of Shivnagar To Sarawan Road By Way Of Construction Of Boundary Wall In Km 1St Rd(200-350), Retaining Wall In Km 9Th Rd(100-150), Km 1St Rd(600-650), Km 5Th Rd(150-250), Km 6Th Rd(725-800) & Km 11Th Rd(100-150),(400-5, Kishtwar-Jammu And Kashmir
TDR : 55020774
Tender Notice
BOQ
7 Days Left
Kishtwar
Jammu And Kashmir
Tender For Permanent Restoration Of Shivnagar To Sarawan Road By Way Of Construction Of Boundary Wall In Km 1St Rd(200-350), Retaining Wall In Km 9Th Rd(100-150), Km 1St Rd(600-650), Km 5Th Rd(150-250), Km 6Th Rd(725-800) & Km 11Th Rd(100-150),(400-5
Name of Work:- Permanent Restoration of Shivnagar to Sarawan road by way of construction of B/wall in Km 1st RD(200-350), R/wall in Km 9th RD(100-150), Km 1st RD(600-650), Km 5th RD(150-250), Km 6th RD(725-800) & Km 11th RD(100-150),(400-500), (900-975).
Sl. No.
Item Description
1
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:All kinds of soil
2
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
3
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
4
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
5
Dry random rubble masonry with hard stone in foundation and plinth without bond stone
6
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
7
Hand packed stone filling in horizontal level including cost of stone
8
Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
9
Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
10
Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposallead upto 50 m and lift upto 1.5 m.
11
Slip clearanceIn soils; mixed with Decomposed Rocks; by blasting or anyother means
12
Carriage of stone at an average distance of 16km by MT
13
Carriage of sand at an average distance of 16km by MT
14
Carriage of stone aggregate at an average distance of 16Km by MT Please Enable Macros to View BoQ information
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