|
| 1 | Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soil |
| 4 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land) |
| 5 | Conveying materials obtained from road cutting including all lifts,laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 6 | Conveying materials obtained from road cutting including all lifts,laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of 300m. to 500m. inclusive from the site of excavation to the site of deposition as directed. |
| 7 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm.to 30 cm. with Vibratory roller. |
| 8 | Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m.including all lifts,laying in layers of 20cm.to30cm.thickness breaking clods,dressing to the required lines,curves,grades & section,watering and compaction with vibratoryroller with V-Sat attachment to achieve not less than 97%of standard proctor density etc. complete ( Material obtained from Other sources) |
| 9 | Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader/Paver on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per clause401--By Mixing Place Method and Grading-II Material |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm Aggregate) |
| 11 | SurfaceDressing--Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- a)19mm nominal chippling size (bitumen12.00kg/10Sq.M.)--Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 12 | Construction of granular Shoulder of 150 mm thk close graded material, confoming to clause 401 of MORTH specification and having soaked CBR not less than 30% ,granular layer Compacted to at least 98% of maximum dry density determined as per IS :2720 (Part 8), also the remaining specification confoming to section 300 of MORTH specification.(noare of murum allowd ) bymix in place Method and grading etc .Completed and as directed by Engineer in Charge. |
| 13 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete ( By Mechanical Means ) |
| 14 | b) 1.50m to 3.00m lift, Add 10% |
| 15 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete |
| 16 | FOR C.D.Work At Ch 6/00 |
| 17 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 18 | FOR C.D.Work At Ch 6/00 |
| 19 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 20 | FOR C.D.Work At Ch 6/00 |
| 21 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1200mm diameter in proper line, level and slope etc. complete.. |
| 22 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800 mm diameter in proper line, level and slope etc. complete. |
| 23 | Providing cast in situ/ready mix M20 grade cement concrete for headwalls of CD work/retaining walls etc.including necessary formwork,compaction, finishing and curing etc.complete.(with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 24 | FOR C.D.Work At Ch 6/00 |
| 25 | Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 16 guage Aluminum panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retroreflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum Panel Type IV High Intensity. |
| 26 | Royalty Metal H B Murum |
| 27 | Royalty sand |
| 28 | Rubble |
| 29 | Compressive Strength of C.C. Cubes ( Set of Three Cubes) |
| 30 | Sieve Analysis |
| 31 | Liquimit Limit & Plastic Limit |
| 32 | Water Absorption , Specific Gravity , Impact Value , Crushing Value |
| 33 | Sieve anlysis(Gradation)Metal |
| 34 | Penetration , Softning Point , Flash & Fire Point , Spccific Gravity Please Enable Macros to View BoQ information |
