BDL/TA-01/NSD-01/2025-26/01

Amount

(SH : Widening of Road)

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

Excavation in Hard Rock (blasting prohibited)Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )

Cost of Haulage:. Haulage of materials by tipper excluding cost of loading, unloading and stacking.(i) Surfaced Road Lead -(6.00 Km)

Preparation of Sub-Grade

Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Granular Sub-Base

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mixin place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (I) Grading- I

WBM-II Water Bound Macadam (Providing, laying, spreading and compacting stonea ggregates of specificsizes to water bound macadam specification including spreading in uniform thickness,handpacking, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to the required density.) A By Manual Means (I) Grading-II (Using Screening Crushable type such as Moorum or Gravel) (c) Using Screening Type-B (11.2mm Agg.)

Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. (i) Surfaced Road Lead -(3+25+36=64.00 Km)

Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Lead -(3+25+36=64.00 Km)

iii) Katcha Track and Track in river bed / nallah bed and choe bed. Lead- 2.00 Km

(SH: WBM-III)

Water Bound Macadam (Providing, laying, spreading and compacting stonea ggregates of specificsizes to water bound macadam specification including spreading in uniform thickness,handpacking, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to the required density.) A By Manual Means (I) Grading-III (UsingScreeningCrushable type such asMoorum or Gravel) b) Using Screening Type-B (11.2mm Agg.)

Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. (i) Surfaced Road Lead -(3+25+36=64.00 Km)

Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Lead -(3+25+36=64.00 Km)

iii) Katcha Track and Track in river bed / nallah bed and choe bed. Lead- 2.00 Km

Surface Drains

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)

M/S J.S ENTERPRISES (BID ID -7803)