Construction/Improvement of road At

Amount

Sh: Improvement of road from Heikrujam Maning Leikai to Kangmong Phura Makhong.

Providing laying and compacting granular base/sub base according to lines, grades and cross sections by using naturally occuring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge (with carriage charge of all materials)

Providing and laying single layer W.B.M. 7.5 cm consolidated thickness using 1.00 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10 sqm of road surface including consolidation of the same, rolling of the surface to camber, superelevation and grade by using template straight edges amd spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry and wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides and applying binding materials as specified (with carriage charge of all materials)

a)IRC Grade-III

Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to table 500.11 of IRC specifications in sufficient to yield specified thickness after compaction including through dressing of surface,screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix ,mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface using bitumen (80/100).

water bound macadam surface (new)

Sh: Improvement of road from Heigrujam Maning to Kangmong Langoljam.

Providing laying and compacting granular base/sub base according to lines, grades and cross sections by using naturally occuring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge (with carriage charge of all materials)

Providing and laying single layer W.B.M. 7.5 cm consolidated thickness using 1.00 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10 sqm of road surface including consolidation of the same, rolling of the surface to camber, superelevation and grade by using template straight edges amd spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry and wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides and applying binding materials as specified (with carriage charge of all materials)

a)IRC Grade-III

Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to table 500.11 of IRC specifications in sufficient to yield specified thickness after compaction including through dressing of surface,screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix ,mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface using bitumen (80/100).

water bound macadam surface (new)

Sh: Improvement of road from Nambol Moijing to Kangmong Langoljam.

Providing laying and compacting granular base/sub base according to lines, grades and cross sections by using naturally occuring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge (with carriage charge of all materials)

Providing and laying single layer W.B.M. 7.5 cm consolidated thickness using 1.00 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10 sqm of road surface including consolidation of the same, rolling of the surface to camber, superelevation and grade by using template straight edges amd spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry and wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides and applying binding materials as specified (with carriage charge of all materials)

a)IRC Grade-III

Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to table 500.11 of IRC specifications in sufficient to yield specified thickness after compaction including through dressing of surface,screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix ,mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface using bitumen (80/100).

water bound macadam surface (new)

M/s L.B.C. Roy Agency