Improvement/Upgradation of road from Canal Head to Kotli Muffi by way of providing and laying of 150mm thick WBM Grade-II (Shingling), 75mm thick WBM Grade-III (Metalling) and 25mm thick OGPC (Part-III) (Under State Sector) (2nd Call)

Amount

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 53mm – 22.40 mm size including stone screening 11.20 mm size.

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete with paving Asphalt grade VG-30 with no solvent including seal coat, tack coat including cost of bitumen and all sort of taxes (on WBM surface).

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 in all kinds of soil.

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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

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)

Providing and fixing PVC pipes for weep holes of superior and approved quality (Supreme make /prince) 110mm dia.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone agg. above 40mm size for an avg. lead of 25 Kms.

Stone agg. / Screening / Crusher Dust / Sand for an avg. lead of 25 Kms.

AKASH GUPTA

KARANBIR SINGH