Rehabilitation of Bawana Disty. from Km. 0.000 to 9.000 Tail

Amount

Earth Work in excavation in all kind of soils including all lead, lifts and other allowance with an avg. Lead of 495 mtr. For filling. (HSR item No. 6.2b+C).

Earth work excavation in all kind lead of soil I/C all lead/lift & other allowance with an average lead of 15 Mtr.( HSR item No. 6.2 (a)

Earth Work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR item No. 6.6).

Dismentling cement concrete 1:2:4 (HSR item No. 8.6 (d)

Dismentling reinforced cement concrete with cleaning and straightenig and cutting of basis of required (HSR item No. 8.6 (e)

Dismentling brick work tile masonary or tile lining etc. in cement (HSR item No. 8.5 (b)

Dismentling cement conrete 1:4:8 (HSR item No.8.6 (b)

Cement concrete 1:4:8 with stone agg. 20mm nominal size in foundation and plinth (HSR item No.10.39).

First class brick work laid in cement sand marter 1:3 in foundation and plinth (HSR item No. 11.5)

Cement concrete 1:1.5:3 with stone agg. 20mm nominal size for reinforced concrete work in slabs with in clination notexceeding 25 degree etc. with horizantel (HSR item No. 10.79+10.95 a)

Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR item No.10.41).

Cold twisted deformend bars for RCC works where not included in the complete rate of RCC including bending, binding and placing psition compete (HSR item No.18.22)

12mm thick cement plaster in 1:5 (HSR item No. 15.6)

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (800mm i/d) (HSR Item No. 29.93)

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (1200mm i/d) (HSR Item No. 29.96)

First class brick massonary 1:5 in F&P (HSR Item No. 11.3)

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (900mm i/d) (HSR Item No. 29.96)

Providing 80 mm thick interlocking paver block in all shade in design mix conc. M-35 over a bed of 30 mm thick stone sand cmplete in all respects. (HSR Item No. 10.159)

Painting two coat of ready mix exterior paint (HSR Item No. 16.26)

CC 1:3:6 for coping on walls (HSR Item No. 10.40)

Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum 75 mm thick manually in curved potion & side slopes with 20 mm grade crushed stone aggregate sand with FM 2.4 to 3 including plasticzer mixed in weight batching mixing plant transporting, vibrating providing & fixing strip joints smooth finishing curing of lining by water striking of joints, watering and brushing the lined surface on side slopes including dewatering. pumping out of water caused by rain water required & machinery, watering & compacting side slopes, collecting debris & dispoed off collected material outside the channel as per approved design and specifications (Analysis of rate attached.)

Design mix C.C. M-15 for coping & sleepers (HSR Item No. 10.64)

Filling expention joints with speical imper ivous hotpour 12 mm wide (HSR item No. 19.17)

Prov. & fixing PVC pipe for outlet

Cement Plaster 10mm thick in cement sand mortar 1:5 (HSR Item No. 15.6) against 12 mm thick (11.60+600% = 81.20x10/12 = 67.67

Brick Massonary (Credit of material)

Steel (take 40% of item No. 5 (Credit of material)

Credit of pipe (Credit of material)

PARMIL KUMAR

Jitender Contractor

M / S DAYANAND CONTRACTOR