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| 1 | Item No. 1 :- Excavation for roadway in hard murum and boulder 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. |
| 2 | Item No. 2 :-Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade,camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment o rstacking as directed. |
| 3 | Item No. 3 :- 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. |
| 4 | Item No. 4 :- Excavation for Catch / Side Water Gutter in Soft soil to the Specifided Section including Stacking the Excavated Stuff in a Regular Bund & Disposing Off Unsuitable or Excess Stuff as Directed all sorts of soil. |
| 5 | Item No. 5:- Excavation for Catch / Side Water Gutter in Hard rock to the Specifided Section including Stacking the Excavated Stuff in a Regular Bund & Disposing Off Unsuitable or Excess Stuff as Directed all sorts of soil. |
| 6 | Item No. 6 :- Providing & Laying Cement Concrete Pipe of IS 458:2003 NP - 2 Class of --- mm Diameter in Proper Line, Level & Slope including providing & fixing Collars in Cement Mortar 1:2 & Curing etc. complete. |
| 7 | Item No. 7:- Supplying trap / granite / quartzite / gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders / Rubble and stacking the broken metal etc. complete. ( Prior approval of sample stack of broken metal bytheEx.Engineerisnecessarythedateofapprovalwillformpartofthemeasurements)a)80mmMetal,BybreakingBoulders(Hand broken). |
| 8 | A)with Avalible material |
| 9 | B) with New material |
| 10 | Item No.8 :- Supplying trap / granite / quartzite / gneiss stone metal of required size by bringing the boulders / Rubble at the roadside breaking them to required gradation including conveying the boulders / Rubbleandstackingthebrokenmetaletc.complete.(PriorapprovalofsamplestackofbrokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillform part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken).. |
| 11 | A)with Avalible material |
| 12 | B) with New material |
| 13 | Item No.9 :- Supplying Soft Murum / Kankar at the Road Site including Conveying & Staking etc complete. |
| 14 | A)with Avalible material |
| 15 | B) with New material |
| 16 | Item No.10:- Spreading 80 / 40 mm Metal for Road Work including Sectioning etc. complete as Directed by Engineer In Charge |
| 17 | Item No.11 :- Spreading Hard Murum for Side Width etc. complete. |
| 18 | Item No. 12 :- Compacting the sub grade / gravel / size metal ( 100 mm loose ) layers for all widths with Power roller having weight 8 to 10 MT. including necessary , labour , materials and artificial watering complete. |
| 19 | Item No.13:- Compacting the subgrade / gravel / size metal ( 100 mm loose ) layers for all widths with vibratory roller having weight 8 to 10 MT. including necessary ,labour,materialsandartificial watering complete. |
| 20 | Item No. 14 :- Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 21 | Item No. 15 :- Providing 20 mm Thick Premix Bituminous Carpet including supplying all materials, Preparing & Cleaning the Base, heating bitumen, Applying Tack Coat at Specified Rate, mixing hot bitumen & chips, laying the carpet layer & compacting etc. complete. By Bulk Asphalt including Tack Coat Cold Mix with prior approval) |
| 22 | Item No. 16 :- Providing Bituminous Type A Liquid Seal Coat on Bituminous Surface including, supplying all materials & Bitumimen of VG - 30 Grade, Preparing Existing Road Surface, heating & applying Bitumen @ 0.98 Kg. / Smt by Mechanical Means, spreading chips & Rolling by Static Roller having weight 8 to 10 M. T. etc. complete. |
| 23 | Item No. 17 :- Providing & Fixing M. S. Angle & Sheet Name Board embedded in Cement Concrete Block including Painting & Lettering which Describing Details of Such Work etc. complete. |
| 24 | Item No. 18:- Royalty Charges for Material Utilized for this Work |
| 25 | 2)Laterite Stone Metal and murum |
| 26 | Item No. 19 :- QUALITY CONTROL MATERIAL TESTING CHARGES |
| 27 | A) Trap Metal for W. B. M., B. B. M., Carpet & Seal Coat & Concrete |
| 28 | 1) Water Absorption, Specific Gravity, Impact Value / Crushing Value Test etc. Group Test |
| 29 | 2) Sieve Analysis Test |
| 30 | B) Asphalt for B. B. M., Carpet & Seal Coat |
| 31 | 1) Penetration, Softening Point, Flash & Fire Plant, Specific GravityTest etc. Group Test |
| 32 | 2) Extraction Test (For OGC) Please Enable Macros to View BoQ information |
