BOQ (13-3-2013)
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Bill of Quantities Date: 14-3-2013 Project: Barqi Hospital Sr# No Description No L B H/D Qty Units. 1 Earth Work 1.1 External Wall 9" 141.166 3 3 1270.494 cft 1.2 Internal wall 4.5" 145.75 2.5 2.5 910.9375 cft 1.3 Total. 2181.4315 cft P.C.C (1:4:8) in Foundation cft 2 1 144.116 3 0.75 324.261 cft 2.1 145.75 2.5 2.5 910.9375 cft Total. 1235.1985 cft 3 Brick Work in Substructure 3.1 Step 1 144.116 1.875 0.75 202.663125 cft 3.2 Step 2 144.116 1.5 0.75 162.1305 cft 3.3 Step 3 144.116 1.125 0.75 121.597875 cft 486.3915 cft 4 Step 1 144.116 1.5 0.5 108.087 cft 4.1 Step 2 144.116 1.125 0.5 81.06525 cft 4.2 Step 3 144.116 0.75 0.5 54.0435 cft 243.19575 Cft 5 Total. 729.58725 Cft 5.1 144.116 0.75 108.087 Sft Total. 108.087 Sft `` 0 cft 5.2 9" thickness wall upto height 12 ft 142.11 0.75 12 1278.99 cft 4.5" thickness wall upto height 12 ft 152.25 0.375 12 685.125 cft 1964.115 cft D/d doors & window Doors 28.66 0.375 7 75.2325 cft 6 Windows 5.5 0.375 3 6.1875 cft 6.1 81.42 cft cft Total. 1882.695 cft Roof Slab Rcc (1:2:4) 6" thcikness 7 1177.083 0.5 588.5415 cft 7.1 Total. 588.5415 cft Finishing work 7.2 CEMENT PLASTER 7.3 Ground Floor internal walls 7.4 391.66 11.5 4504.09 sft 7.5 External wall 142.61 12 1711.32 sft Total. 6215.41 sft 8 Painting 8.1 8.2 Ground Floor internal walls 391.66 11.5 4504.09 sft 8.3 External wall 142.61 12 1711.32 sft Total. 6215.41 sft 3.5' Demp Proof Course 1 ½” thick PCC (1:2:4) in DPC including two coats of hot bitumen & 1 sheets of Polythene. Brick work in Super Structure 1st class burnt brick use (1:4) ½" thick Cement Sand Plaster in 1:4 using portland grey cement and clean chenab sand on wall, columns, etc, complete in all respect as shown on the drawings, specifications or as directed by the Engineer in charge. Three coats of enamal matt finish paint with Berger/ ICI of approved shade on new surface of ceiling/walls including dusting, sand papering and cleaning or as directed by the Engineer in charge, complete in all respect.
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Transcript of BOQ (13-3-2013)
Bill of QuantitiesDate: 14-3-2013
Project: Barqi Hospital
Sr# No Description No L B H/D Qty Units.Excavation in foundtion over Areas Upto Depth is 3.5'
1 Earth Work 1.1 External Wall 9" 141.166 3 3 1270.494 cft1.2 Internal wall 4.5" 145.75 2.5 2.5 910.9375 cft1.3 Total. 2181.4315 cft
P.C.C (1:4:8) in Foundation cft2 1 144.116 3 0.75 324.261 cft
2.1 145.75 2.5 2.5 910.9375 cftTotal. 1235.1985 cft
3 Brick Work in Substructure3.1 Step 1 144.116 1.875 0.75 202.663125 cft3.2 Step 2 144.116 1.5 0.75 162.1305 cft3.3 Step 3 144.116 1.125 0.75 121.597875 cft
486.3915 cft
4 Step 1 144.116 1.5 0.5 108.087 cft4.1 Step 2 144.116 1.125 0.5 81.06525 cft4.2 Step 3 144.116 0.75 0.5 54.0435 cft
243.19575 Cft
5 Total. 729.58725 Cft
5.1144.116 0.75 108.087 Sft
Total. 108.087 Sft
Brick work in Super Structure 1st class burnt brick use (1:4) `` 0 cft5.2 9" thickness wall upto height 12 ft 142.11 0.75 12 1278.99 cft
4.5" thickness wall upto height 12 ft 152.25 0.375 12 685.125 cft
1964.115 cftD/d doors & windowDoors 28.66 0.375 7 75.2325 cft
6 Windows 5.5 0.375 3 6.1875 cft6.1 81.42 cft
cftTotal. 1882.695 cft
Roof Slab Rcc (1:2:4) 6" thcikness7 1177.083 0.5 588.5415 cft
7.1 Total. 588.5415 cftFinishing work
7.2 CEMENT PLASTER
7.3 Ground Floor internal walls7.4 391.66 11.5 4504.09 sft7.5 External wall 142.61 12 1711.32 sft
Demp Proof Course 1 ½” thick PCC (1:2:4) in DPC including two coats of hot bitumen & 1 sheets of Polythene.
½" thick Cement Sand Plaster in 1:4 using portland grey cement and clean chenab sand on wall, columns, etc, complete in all respect as shown on the drawings, specifications or as directed by the Engineer in charge.
Total. 6215.41 sft8 Painting
8.18.2 Ground Floor internal walls
391.66 11.5 4504.09 sft8.3 External wall 142.61 12 1711.32 sft
Total. 6215.41 sft
9 Flooring and Tilling
9.1 1,663.34 0.166 276.11 cft
9.2 1,663.34 0.166 276.11 cft
Ground Floor. Sft 1,663.34 - 1,663.34 Sft Total. 1,663.34 Sft
10 D25 0.75 18.75 Sft8 0.375 3 Sft
Total. 21.75 Sft
11 CARPENTRY AND JOINERY
DW.1 1 5 7 35 SftD1 1 5 7 35 SftD2 3 3.5 7 73.5 SftD4 3 2.5 7 52.5 SftD5 3 2 7 42 Sft
Total. 238 Sft
Three coats of enamal matt finish paint with Berger/ ICI of approved shade on new surface of ceiling/walls including dusting, sand papering and cleaning or as directed by the Engineer in charge, complete in all respect.
Brick ballast 1-1/2" to 2" (40mm to 50mm) guage, including screening and washing as per drawing or directed by the Engineer-in-charge:-
2" thick cement concrete 1:2:4 using portland grey cement, clean chenab sand and margalla crush laid on floor complete in all respect as shown on the drawings, specifications or as directed by the Engineer in charge.
Terrazzo in-situ flooring 1" thick 1:3 ratio using portland grey cement and clean chenab sand in white cement and 8 # marble chip laid in panels making with marble strips 3/8"x1-1/4" over already laid cement concrete 1:2:4, including grinding and polishing complete in all respect as shown on the drawings, specifications or as directed by the Engineer.
Terrazzo in-situ skirting 4" high and ¾" thick1:3 ratio using portland grey cement and clean chenab sand in white cement, and 9 # marble chip over ¾" thick 1:3 cement sand mortar, including grinding and polishing complete in all respect as shown on the drawings, specifications or as directed by the Engineer.
Supply and fixing of single or double leaf flush door at site with approved design and material, finish with clear fine polish, including door frame and border, hardware and door lock ( price of lock 500). Complete in all respects as per drawing, specification and as directed by the engineer incharge.
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12.1 W1 5 5 5 125 SftW2 3.5 3.5 12.25 SftW3 3 3 9 SftW4 2 2 2.5 10 Sft
Total. 156.25 Sft
Aluminum sliding windows and ventilators of approved shade and make of Premium Model using 1.3 mm thick aluminum sections with minimum 4" wide frame, including 5mm thick imported clear glass fixed with rubber lining/gasket, matching hardware, weather stripping, fixing with stainless steel screws, sealing joints between aluminum sections and adjoining surfaces with transparent silicon sealant both sides, etc. complete in all respect as shown on the drawings, specifications or as directed by the Engineer.
