369 date 15 .10.2026

OFFICE OF THE MUNICIPAL CORPORATION JAGDALPUR,DIST:-BASTAR

BOQ for Construction of BT Road Wainding work Bhodh Ghat Road To Hunman Mandir ward no- 32 jagdalpur

Road SOR 10/06/2026

S.N SOR ITEM PARTICULAR ITEM QTYS UNIT RATE AMOUNT

1 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.road wainding 1500 cum 0.00

2 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (a)Plant mix method (with Mechanically crushed stone only) (b) For Lower Sub-base with (ii) Grading-VI Material 600.00 cum 0.00

3 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 900.0 cum 0.00

4 5.3 Bituminous Macadam Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction. (b) With mechanical paver finisher (ii) for Grading II (19 mm nominal maximum size aggregate, bitumen content 3.40%) 300.00 cum 0.00

5 5.7 Bituminous Concrete Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (b) With Mechanical paver - for Grading II (13.2 mm nominal size aggregate) with bitumen 6.0 % 180.00 cum 0.00

6 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. Road Marking 150.00 sqm 0.00

Add 18% GST 0.0

Executive Engineer

Municipal L Corporation