Construction work of Road, Sewer and Drainage in the remaining part of 45.00 meter wide road No. A-6 till Hum-Tum Road in Rajnagar Extension.

ROAD Banking excavated earth by mechanical I manual means in layers not ang 20 cm in depth, breaking clods, watering, roling each layer tonne roler, or or steel rammers, and rdling every 3rd -most layer With power roller Of minimum 8 tonnes and dressing bankments for roads, flood banks, marginal banks, and guide tc., lead upto 50 m and for a' lift All kinds Of soil. DSR 2023/2.3.1

Cartage of earth upto 8.00 KM including loading unloading. SOR 2025 cartage

Prepaeration and consolidation of sub grade with power road roller of 8 to ne capacity after excavating earth to an average of 22.5 cm depth. g to camber and consolidating with road roller including making me undulations etc. and re.rolling the sub grade and disposal of earthwith lead upto 50 metres. DSR/23 16.1

Construction of granular sub-base by providing closed graded Material (GRADE-1),spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with front end loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H Specification clause 401 (B) .(AR)

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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Specification clause 406 (A) ..Laying using Mechanical Paver.Plant Mix Method (AR)

Providing and applying Primer coat with cutback MC 30 bitumen emulsion on prepared surface of Granular Base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per MoRT&H Specification clause 502A (II) . (AR)

Providing and applying Tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on Granular surface treated with primer cleaned with mechanical broom. as per MoRT&H Specification clause 503 (II) . (AR)

Brick soling with straight over burnt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8") depth of local earth over the entire surface and including labour T&P Late required for pronor.completion of the Work. SOR2025/5.04

Providing and laying dense graded bituminous macadam (Grade-02)with Higher capacity 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.50 per cent by weight of total 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 MoRT&H specification clause No. 505 (II) complete in all respects.(AR)

Providing and laying bituminous concrete (Grade-02)with higher capacity 120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.40 per cent 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 MoRT&H specification clause No. 507 (B) complete in all respects.(AR)