Name of Work: Up-gradation of approach road to S.M. farm Kurbathang Kargil
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
2813
sqm
2
2
Pavement:- Construction of granular sub base/ surface course with local Providing / Laying GSB (220mm thick) including digging carrying by lorry remaining, watering, dressing and consolidation with power road roller 8-10Tonne capacity including all leads, lifts and carriage for avg lead upto 25Kms by MT complete. Finishing work to be measured.
618.8
Cum
3
3
Providing and laying spreading and compecting stone agg. Of specific size to WBM specification (75mm)thick including spreading in uniform thickness. Hand packing, rolling with smooth whell roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/ binding material to fill up the interstices of course agg. Watering and compacting to the required density grading-3 as per technical specification clause 407 by manual means (including loading un loading and haulage complete job)
191.3
Cum
4
4
Providing and applying tack coat using host straight run bitumen of grade 80/100 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification. on W.B.M @0.75Kg/Sqm
2250
Sqm
5
5
Providing/ Laying Semi dence bituminous concrete of 25mm thick over macadmized surface with specified size and grade crushed agg. As per most specification (Agg. 12.5mm 15% 10mm 55% fine agg 28% cement 2%) mixed with binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desired density consolidaions with power roller of 8 to 10 ton capacity including all types of carriage/ haulage cost of tar T&P , Labour, octories etc involved and testing during excavation for quality control including screen and rectificated of patch portion laying of SDB incld. consulated shoulder filling.
2250
Sqm
6
6
Providing and laying seal coat of premixed fine agg. (passing 2.46mm and retained on 180 micron sieve) with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine agg. And 0.60cum of fine agg. Per 100 sqm of road surface including rolling and finishing with road all complete.
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