Tender For Construction Of 4.00 Mtr Height Semi Pucca Retaining Wall On Gandoh Jai Road Km (0/500-600), 2/ 700-800,5/600-700, 6/775-800) Permanent Restoration, Gandoh-Jammu And Kashmir
TDR : 55952412
Tender Notice
BOQ
4 Days Left
Gandoh
Jammu and Kashmir
Tender For Construction Of 4.00 Mtr Height Semi Pucca Retaining Wall On Gandoh Jai Road Km (0/500-600), 2/ 700-800,5/600-700, 6/775-800) Permanent Restoration
Name of Work:- Construction of 4.00 mtr height semi pucca R/wall on Gandoh Jai road Km (0/500-600), 2/ 700-800,5/600-700, 6/775-800) Permanent Restoration
Sl. No.
Item Description
1
Earth work in excavation by manual means 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 in AKS
2
Earth work in excavation by manual means 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 in OR
3
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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
4
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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size
5
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)
6
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
7
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
8
Hand packing stone filling incl supply and cost of stone
9
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
10
Carriage of stone from an average distance of 10Km by MT
11
Carriage of stone aggregate below 40mm from an average distance of 15Km by MT
12
Carriage of stone aggregate above 40mm from an average distance of 15Km by MT Please Enable Macros to View BoQ information
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