Improvement of road with CC pavement from Bank Colony near Science College from Patharghat Shani Mandir to New DNHS, Subhashpally, Ward No. 3 Kokrajhar MB.

Const. of Cement Concrete Road -109.00 m 3.7:- Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

4.2 (401) Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4

2.4.9 A.(B): Providing laying, spreading and compacting stone aggregate of specific sizes of water bound macadam specifications including spreading in uniform thickness, land packing rolling with 3 wheels steel / vibratory roller & 10 tone in stage to proper grade and camber applying and booming requisite type screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.00 Km) A. By manual Mean 11. Hand broken metal from river boulder A) Grading 63mm to 48mm & Screening Type-B

12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 B With Natural Gravel (A) PCC M-20 Nominal mix 1:2:4 (Hand mixed)

Construction of CC Pavement Road- 400.00 m 3.7:- Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

4.2 (401) Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4

4.2 (401):- Construction of granular sub base providing coarse grade materials, spreading, uniform layers, with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC. And compacting with vibrator roller to achieve desire density. Complete as per clause 401 (with initial lead of 5.00 Km)

2.4.9 A.(B) :- Providing laying, spreading and compacting stone aggregate of specific sizes of water bound macadam specifications including spreading in uniform thickness, land packing rolling with 3 wheels steel / vibratory roller & 10 tone in stage to proper grade and camber applying and booming requisite type screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.00 Km) A. By manual Mean 11. Hand broken metal from river boulder B) Grading iii) materials (53mm to 22.40 mm size)

12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B With Natural Gravel (A) PCC M-20 Nominal mix 1:2:4 (Hand mixed)

PROVIDING WITH SHIFTING OF EXISTING 11 KV LINE WITH NEW PSC (9.75 Mtr) 2.22 Providing and fixing H.T. danger notice plate ol' 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides. and with inscription in single red colour on front side as required.