Repair Re construction of front damaged boundary

Amount

E-Tender for Repair / Re-construction of front damaged boundary Wall at 220KV S/Stn BBMB Jamalpur Ludhiana

Dismantling existing Y-shaped angle and barbed wire fencing. Re-Rolling and stacking within 30mtr. from site and Re-fixing the Y-shape angle and barbed wire fencing to original condition (N.S item) Rows of barbed wire =6 LayerDismantling existing Y-shaped angle and barbed wire fencing. Re-Rolling and stacking within 30mtr. from site and Re-fixing the Y-shape angle and barbed wire fencing to original condition (N.S item) Rows of barbed wire =6 Layer

Dismantling brick work tile, masonry or tile lining b)in cement (Ref.8.5 (b) L/R wall-8x2.69x0.23x2.43=12.02 column -9x0.35x0.35x2.43=2.68 foundation wall 10x2.705x0.23x0.15=0.933 10x2.591x0.343x0.15=1.33 10x2.477x0.457x 0.15=1.69 11x 0.343x0.343x 0.15=0.19 11x 0.457x0.457 x 0.15=0.34 11x 0.571 x0.571 x 0.15=0.53 19.713 Superstructure- 14.70 cum Foundation -5.175 cum

Earthwork in Execution in foundation touches ( Ref-6.6) L/R Wall- 10x1.6x1.219x0.914=17.82 Clumn-11x1.448 x1.448 x0.914=21.08 38.90 cum Less Dismantled of foundation-5.013 33.887cum

Cement concrete 1:6:12 b) with stone Aggregate(Ref.10.8 (b) (i) T/R Wall- 10x1.6x1.219x0.152 = 2.96 Cots-11x1.448 x1.448 x0.152=3.51 6.47 cum

Ist class Brick in Foundation 1:6 (Ref 11.3(i) T/R Wall Step 1=10x 1.90x0.914 x0.23=3.99 Step2 =10x 2.13x0.686 x0.23=3.36 Step3 =10x 2.36x0.457 x0.23=2.48 Step4 =10x 2.59x0.343 x0.15=1.33 Column Step1- 11x 1.143 x 1.143 x 0.23 =3.31 Step2- 11x 0.914 x 0.914 x 0.23= 2.11 Step3- 11x 0.686 x 0.686 x 0.23= 1.19 Step4- 11x 0.457 x 0.45 x 0.15 = 0.34 18.11 cum (1 cum=480 Bricks)

Damp Proof Course 2.5 cm thick of cement concreate 1:2:4 with 2 coats of bitomenor 20/30 Penetration at 1.65 KG per SQM Laid hot & sanded ( Ref. 10.28) (T/R) Wall=10 x 2.59 x 0.343=8.88 column=11 x 0.457 x 0.457=2.30 11.18 Sqft

Ist Class Burnt Brick work 1:5 (Ref 11.8) T/R Wall =10 x 2.59 x 0.343 x 0.838 =7.44 Column =11 x 0.457 x 0.457x 2.362 =5.43 wall =10 x 2.59 x 0.23 x 1.524 =9.98 21.94 Less CC Block=11x0.23x 0.23X 0.457=0.266 21.67 cum (1 cum=480 Bricks)

20mm thick cement plaster 1:5 in two coats work (Ref-15.21) T/R Wall=10 x 2.59 x 2.438 =63.14 column=11 x 0.457 x 2.438=12.25 Offsets=11 x0.114x 0.914=1.146 =11x 0.229x 1.524= 3.84 80.376

12.5 mm Thick cement Plaster 1:5 (Ref15.10 (T/R) Outside

Cement concrete 1:2:4 (Ref-10.13) a(i) (T/R) Wall at height =0.914 mtr C.C Block=11x0.23x0.23x0.457=0.266 cum Topping wall=10x2.59x.23x0.05=0.30 column=11x0.457x0.457x0.05=0.115 0.681

Painting one coat with synethetic enamel paint in all shades on old wood work on metalic or plastered or concreate surfaces to give an even shades including rubbing down old paint ( Ref. 16.19) (T/R) 11 x2.06 x 0.212 = 4.80 sqm

Finishing Walls with Exterior Cement bases water soluble exterior paints Samosum etc. Ref (16.13 )T/R AC Slip

Fixing Glass pieces on Top of Wall (Ref-26.17)T/R

Scraping Bricks dismantled from brick work in lime or cement (Ref-8.31 (e) L/R Qty-19.713 cum 19.713 x480 x70%=6623 nos.

Laying and compaction of Earth for Protection of Foundation (Inside) ½ x0.61 x1.22x 30.48=11.34 cum ½ x 0.30x 0.61x30.48= 2.79 cum =14.13 cum Add 20% Extra = 2.82 cum 16.95 cum a) Earth work in execution of Ordinary Soil ,exclusive of compensation of earth (a) Kassi work undressed involving an average horizontal throw up to 2.0 meter and an average vertical lift up to 0.5 meters including breaking of clods. (Ref-6.2 (A) L/R

b) Carriage of Earth 15 Km (Ref 5.2) L/R

c) Loading and unloading charges (Ref-4.2 (A) L/R

d) Compensation of Earth taken from P &H Land (Ref-6.4) L/R

e) Dressing of earthwork, Repair work (Ref.6.3 (ii)) L/R

Note:-The cost of useable dismantled material like bricks got from the work will be recovered at the rates based upon Pb.CSR-2020 amended up to date.

Ms Dinesh Singla

MEHTAB BUILDERS