| 1 | 1 | Earthwork in excavation in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil as directed within a lead of 50 metres in (a) H/Dense Soil. | BI01010001010000000000000515BI0100001113 | 1575 | Cum |
|---|
| 2 | 2 | Preparing sub-grade by excavating earth upto 22.5 cm deep, dressing to camber and consolidating with road roller including disposal of surplus earth within 50m. | BI01010001010000000000000515BI0100001114 | 8700 | Sqm |
|---|
| 3 | 3 | 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 complete as directed by the Engineer-in-charge (i/c carriage charge of all materials). | BI01010001010000000000000515BI0100001115 | 1282.5 | Cum |
|---|
| 4 | 4 | Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified (with carriage charge of all materials). (i) IRC Grade - III | BI01010001010000000000000515BI0100001116 | 641 | Cum |
|---|
| 5 | 5 | Excavation in hill area in soil by Mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lift and lead upto 50 metres. | BI01010001010000000000000515BI0100001118 | 30021 | Cum |
|---|
| 6 | 6 | Construction of RCC NP-3 900mm dia pipe culvert 10 nos\nE/W in excavation in foundation trenches or drains i/c dressing of sides etc. H/Dense Soil.\n | BI01010001010000000000000515BI0100001119 | 307.53 | Cum |
|---|
| 7 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. | BI01010001010000000000000515BI0100001120 | 102.51 | Cum |
|---|
| 8 | 8 | C.C 1:4:8 mix with stone aggrt 40mm nominal size in foundation etc. | BI01010001010000000000000515BI0100001121 | 39.48 | Cum |
|---|
| 9 | 9 | RR masonry (uncoursed) in cement sand mortar 1:3 in foundation etc | BI01010001010000000000000515BI0100001122 | 110.25 | Cum |
|---|
| 10 | 10 | Laying RCC NP-3 for culverts i/c pointing ends etc. | BI01010001010000000000000515BI0100001123 | 50 | Rm |
|---|
| 11 | 11 | 15 mm cement plaster 1:3 | BI01010001010000000000000515BI0100001124 | 66.3 | Sqm |
|---|
