Road strengthening work in Sector-5, Pocket-A and E of Shatabdi Nagar residential scheme.

DSR NO. 15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (2060.20x.7418=1528.25)

(DSR) 2023/ No - 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (260.30x 0.7418=193.09)

DSR/2023/2.8.1 +2.24.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Extra rates for Quantities of works, executed: in or under water and/or liquid mud, including pumping out water as required. Taking 20% extra.

DSR/2023/1.1.1 - Carriage of materials by mechanical Transport including loading unloading and stacking leed upto 5km - Lime, moorum buliding rubbish

DSR/2023/1.1.2 - Carriage of materials by mechanical Transport including loading unloading and stacking leed upto 5km - Earth

DSR/2023/1.1.3 - Carriage of materials by mechanical Transport including loading unloading and stacking leed upto 5km - Manure or sludge

DSR/2023/4.1.8/ - 1.4.8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) (6812x.7418=5053.14)

AR - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

DSR 13.4.1 -12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08)

DSR/ 2023/ 4.1.3 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources (0.7418x7878.50)

DSR-2023/item no. 5.9.3 -Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.(927.25 x 0.7418 = 687.83)

DSR/5.2.2 - Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: :1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) ( 0.7418 X 10852.75 = 8050.72 )

DSR-2023/item.5.22A.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

(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 in sub- base / base course on well prepared surface and compacting to achieve the desired density. (Reference of MORT&H 406) (Analysis attached)

(AR) Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Reference of MORT&H 502) (Analysis attached)

(AR) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrated from approved quarry of specified grading premixed with bituminous binder VG-30 @4.50% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction ( Ref to morth & H specification 507 ) adjustment for bitumen shall be done as per job mixture and e-in-c

(AR) Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface)(Analysis attached) on full area of road

(AR) - Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification clause No. 509 complete in all respects(Analysis attached)