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GOVERNMENT OF PUNJABPROVINCE PUNJAB STATION SARGODHA DIVISION PROVINCIAL BUILDINGS DIVISION SARGODHA SUB DIVISION PROVINCIAL BUILDINGS SUB DIVISION-I SARGODHA NAME OF WORK DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA MINOR HEAD MAJOR HEAD ESTIMATED COST Rs. In Millions 29.479 DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA (GENERAL ABSTRACT OF COST) Sr. No. Description Amount 1 Main Building Rs.4726000/- 2 Residence Grade 18-19 Rs.3709000/- 3 Servant Quarter 400 Sft Rs.589000/- 4 Residence G 1-10 Rs.1419000/- 5 Garages 5 Nos Rs.1008000/- 6 Construction of Chowkidar Hut Rs.158000/- 7 Rennovation of Library Rs.304000/- 8 Rennovation of Hostel No.1 Rs.1197476/- 9 Renovation of Hostel No.2 Rs.1201137/- 10 11 Renovation of Hostel No.6 Improvement/Renovation of Main Office Building Rs.3458424/- Rs.704060/- 12 Reconstruction of Boundary wall Rs.4853160/- 13 Repair of Workshop/Farm stores Rs.878574/- 14 Replacement of Sewerage Line Rs.1426605/- 15 Rehabilitation of Roads Rs.2343639/- 16 External Development Rs.159000/- Total: Add 3% Contigency Charges Rs.28135075/Rs.844052/- Add WAPDA and Sui Gas connection charges Rs.500000/Total: Say. OR Rs. in Millions Rs.29479127/Rs.29479000/29.479 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha T.00 Say. Rs. 4726150.00 2 Cost of Electric Installation. (ABSTRACT OF COST) Description Amount 1 Cost of Buildings Portion. 223000.00 Total: - Rs. 83000.I SARGODHA CONSTRUCTION OF MAIN BUILDING Sr. No. Rs. Rs.00 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .00 3 Cost of Gas Fittings Rs.A. 4726000.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I. 4420150. 1 marked "B" 597Cft = = = = = = = = = = = 2815 1665 421 1161 1810 2346 88 1800 1200 837 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Take Qty 3/16 of Item No. 2 3 1 1 2 2 1 1 2 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x54-1/8 x24-1/8 x19-1/8 x48-3/8 x41-1/8 x48-7/8 x4 x60 x30 x54 x26 x23 x22 x24 x22 x24 x22 x30 x20 x15-1/2 = = = = = = = = = = = = 4330 2027 459 1548 1974 3128 96 264 108 105 120 Cft Cft Cft Cft 13562Cft-Marked=A Cft Cft Cft Cft Cft 597Cft-Marked=B Cft Cft @Rs. 136929/- 4 x 2/3 Total = FALSE Cft 0 Cft @Rs.5384.2795. i.1:6:12 Ratio 13562Cft x 1/4 x 3/4 Total P/Laying watering ramming brick or stone ballast 11/2" to 2"gauge in foundation and plinth.5 m) b) in ordinary soil H wall V walls PP F/B F/B 1 1 1 1 1 1 1 1 1 1 1 2 x3 x1 x1 x2 x2 x1 x2 x2 x1 x2 x54-1/8 x24-1/8 x19-1/8 x48-3/8 x41-1/8 x48-7/8 x4 x88 x36 x70 x15 x10 x7 x6 x8 x6 x8 x6 x1-1/2 x1-1/2 x1-1/2 x4 x4 x4 x4 x4 x4 x4 x4 x1 x1 x1 x1 2 Total 14159 Cft Termite Proofing of Buildings by spraying anti termite liquid with chemical (Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban) and 40 liter of water for and area of 175Sft as approved directed by the Engineer Incharge. 39585/- V walls 3 Total 14143 Cft @Rs.522. bridges and other structures. including dagbelling. 73883/P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.20%Cft Rs.40%Sft Rs.CONSTRUCTION OF MAIN BUILDING Building Protion 1 Excavation in foundation of building.1 marked "A" = 2543 Cft 2543 Cft @Rs. 0/- . refilling around structure with excavated earth. (1.55%Cft Rs.75%oCft Rs.2158. Take Qty 1/2 of Item No. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. dressing. 5 Pacca brick work with cement sand mortar in foundation and plinth.i) Ratio 1:6 A B C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1 x70-1/8 x69-3/4 x69-3/8 x69 x68-5/8 x68-1/4 x67-7/8 x67-1/2 x67-1/8 x66-3/4 x66-3/8 x66 x65-5/8 x65-1/4 x64-7/8 x64-1/2 x64-1/8 x63-3/4 x63-3/8 x63 x62-5/8 x62-1/4 x49-3/8 x49 x48-5/8 x48-1/4 x47-7/8 x47-1/2 x47-1/8 x46-3/4 x46-3/8 x46 x45-5/8 x45-1/4 x44-7/8 x44-1/2 x44-1/8 x43-3/4 x43-3/8 x43 x17-5/8 x18 x18-3/8 x18-3/4 x19-1/8 x9 x8-5/8 x8-1/4 x7-7/8 x7-1/2 x7-1/8 x6-3/4 x6-3/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x7-1/2 x7-1/8 x6-3/4 x6-3/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x2 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 316 301 286 272 257 243 229 215 201 188 174 161 148 135 122 109 96 84 71 59 47 280 185 175 164 154 144 134 124 114 104 95 86 76 67 58 50 41 33 290 20 19 17 16 14 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft . D V walls E F F1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x19-1/2 x19-7/8 x20-1/4 x20-5/8 x21 x21-3/8 x52-1/16 x52-7/16 x52-13/16 x53-3/16 x53-9/16 x53-15/16 x54-5/16 x54-11/16 x55-1/16 x55-7/16 x55-13/16 x56-3/16 x56-9/16 x56-15/16 x22-1/8 x22-1/2 x22-7/8 x23-1/4 x23-5/8 x24 x24-3/8 x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x23-5/8 x24 x24-3/8 x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x26-5/8 x27 x27-3/8 x27-3/4 x28-1/8 x28-1/2 x23-5/8 x24 x24-3/8 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x6 x5-5/8 x5-1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-3/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/4 x 1/4 x 1/4 x 1/4 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 13 11 9 8 6 64 78 74 69 65 60 56 51 46 41 36 31 26 21 208 58 55 51 48 44 41 37 32 28 24 19 221 71 68 64 60 57 53 49 44 40 35 31 26 21 208 71 68 64 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft . 70%Cft Rs. or prestressed members cast in situ. shuttering. complete in all respects:. rendering and finishing exposed surface.):.curing. 903060/12 Providing and laying reinforced cement concrete (including prestressed concrete). using coarse sand and screened graded and washed aggregate. in required shape and design. beams. etc. complete (but excluding the cost of steel reinforcement.8354.(3) (c) Type C (nominal mix 1:2:4) Lintels W1 lintel and design W2 lintel Purgolas Vert Purgolas Hor W3 lintel and design = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 60 57 53 49 44 40 35 31 26 21 16 130 29 28 26 25 23 22 20 18 16 13 11 7 66 458 193 142 240 45 30 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 6 2 2 2 7 x1 x1 x4 x2 x1 x10-1/2 x7-1/2 x3 x6-3/4 x6-1/2 x2-5/8 x1-1/8 x 1/2 x 1/2 x1-1/2 x 3/4 x2-1/2 x2-1/2 x2-1/2 x 3/4 = = = = = 124 Cft 42 Cft 30 Cft 34 Cft 51 Cft .columns lintels.(a) (i) Reinforced cement concrete in roof slab. girders and other structural members laid in situ or precast laid in position. compacting.G Toe wall 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1 x1 x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x26-5/8 x27 x27-3/8 x27-3/4 x28-1/8 x28-1/2 x28-7/8 x10-15/16 x11-5/16 x11-11/16 x12-1/16 x12-7/16 x12-13/16 x13-3/16 x13-9/16 x13-15/16 x14-5/16 x14-11/16 x12-1/4 x12-5/8 x87-1/4 x36-3/4 x54-1/4 x15 x15 x15 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x4 x3 x2 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/2 x3-1/2 x3-1/2 x3-1/2 x2 x 1/2 x 1/2 Total 10809 Cft @Rs.including forms. moulds. lifting. its fabrication and placing in position. 149.35/Cft Rs.75 7 Providing and laying damp proof course with c conc (1:2:4):. B. . 847235/- x1-1/8 x1-1/8 x1-1/8 x1-1/8 = = = = 280 135 122 34 Sft. 607870/Cft. 2 x2 x62-1/8 2 x2 x30 1 x2 x54-1/4 1 x1 x30 x0. 13 Fabrication of M.454 = = = 9224 Kg 218 Kg 9442 Kg @Rs.b. Sft. Sft.201.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: 1 1/2"" thick.P 5 x2 x3 x1-1/8 Front designs 2 found x1 x5 x5 W1 design found 6 x1 x2 x2 x 3/4 x 5/8 x 5/8 Total.in slab of raft strip foundation complete.05%Kg Rs. @Rs. Cft. Cft.454 x0. 10604/- x32-1/4 x32-1/4 x8-3/4 x8-3/4 x15-1/2 x 1/3 Total ii) -do. Sft.deformad 3010 x6.75 71 x6.W1 design vert Design bracing W3 Design Vert 6 6 7 x1 x1 x1 x15-3/8 x6-1/2 x5-1/2 x 3/4 x 3/8 x 3/4 x 3/4 x 3/8 x 3/8 = = = = 52 Cft 5 Cft 11 Cft Front designs vert portion 2 2 Hor Portion bracing Office window lintel D1 linels D2 D3 two no combined linel beams lab C rooms Roof slab C rooms lab Office Store Ent hall Pardi x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x19-1/8 x19-1/8 x10-1/8 x6-3/4 x6-1/2 x6-1/2 x5-1/2 x10 x32-1/4 x21-7/8 x43 x62-1/4 x17-1/2 x10-3/4 x35-1/4 x275-3/4 x2-1/4 x1-1/2 x2-1/4 x1-1/4 x 3/4 x1-1/8 x2-1/2 x1-1/8 x1-1/2 x1-1/4 x 3/4 x 3/4 x2-1/2 x 3/4 x 3/4 x 3/4 x 1/4 x1 x2 x1-1/2 x 5/12 x 5/12 x 5/12 x 5/12 x 5/12 x3 2 2 1 2 3 1 3 2 1 1 1 1 1 1 = = = = = = = = = = = = = = = = = = = = 65 Cft 43 Cft 114 Cft 13 Cft 4 Cft 11 Cft 10 Cft 11 Cft 290 Cft 82 Cft 578 836 64 39 228 273 3010 25 31 15 71 Cft Cft Cft Cft Cft Cft Cft @Rs. Cft.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):.95/Cft Rs.8973. 1 2 2 1 x1 x2 x2 x1 x27 x30 x43 x13 x 3/4 x1-1/8 x1-1/8 x 3/4 Total = = = = = 20 135 194 10 Sft. 19064/- 8-i Filling.No. earth under floor with i) with surplus earth from foundation. 260 Sft. Sft. Sft.60%Sft Rs. earth under floor with ii) New earth excavated from out side lead up to 3 miles. ramming. 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x30 x60 x30 x14 x14 x30 x40 x30 x12 x1 x1 x1 x1 x1 x1 x1 x1 x1 Total = = = = = = = = = = 30 60 30 14 14 30 40 30 12 Sft. Ent hall Plateform Lab Off CR PP 1 1 1 1 2 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x 1/2 x1 x1 x1 x35-1/4 x38-1/5 x60 x8 x30 x8 x8 x35-1/4 x260 x60 x13-1/4 x15-1/2 x4-1/2 x30 x16-3/4 x20 x16-3/4 x10 x15-1/2 x3-1/4 x27 x17-1/8 Total x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1 x1 x1 Net Qty.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick.@Rs. watering.50%Sft Rs.65/%Cft Rs. Sft. @Rs. 10287. [email protected] Cft x 2/3 Total. @Rs. watering. Ent hall Plateform = = = = = = = = = = = = = 956 301 3150 235 2100 235 140 478 845 1620 227 10287 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 1 1 x1 x1 x35-1/4 x38-1/5 x15-1/2 x4-1/2 Total x 1/8 x 1/8 = = = 68 Cft 21 Cft 89 Cft @Rs. 930 Sft. Sft.95%oCft Rs. Sft.0 ( . Sft. Sft. etc. 5331/- 8 Filling. Sft.) 14159 -3872 Cft. 26139/- 7 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:. 0/12 P/L c conc plain (1:2:4) i/c placing mixing finishing curing etc complete. Take 2/3 of It.2050.1346.5343. Sft.40%oCft Rs. 11398/- . = = 14159 Cft 14159 Cft.12806.2810. ramming. Sft. Cft. Sft.35%Cft Rs. 6796 (-) 18 P/F deodar wood panelled or panelled with glazed doors and windows with M. Cft. x14 x14 x14 x14 x14 x14 x14 x14 = = = = = = = = = = = = = = = = = = = = = = = = = 1961 945 315 284 854 945 1355 137 6796 143 63 55 297 111 217 50 4 6 5 48 20 38 7 1064 Cft. Cft.9506. Sft.11 Pacca brick work c/s (1:6) mortar in G. 873/- . Cft.@Rs. Sft. 544904/- 3 2 2 x1 x1 x1 x5 x4 x3-1/2 Total x8-1/2 x7 x7 18-i P/F iron sliding bolts to doors 12" long = = = = = 128 56 49 233 7 Sft.65/E Rs.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M. D1 D2 D3 5732 Cft. Cft. Cft. Cft. @Rs. Cft. Cft.F 2 2 1 1 1 2 2 1 Deduction. Cft.124. Cft. Cft. Cft.S chowkat consisting of M.S flat 1 1/2"x1/4" complete. D1 D2 D3 W1 W2 W3 W4 Lintels D D2 D3 W1 W2 W3 W4 x1 x1 x1 x1 x1 x1 x1 x1 x62-1/4 x30 x30 x27 x54-1/4 x30 x43 x13 x1-1/8 x1-1/8 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 Total.488. Cft. Cft. 1064 Net Qty. Cft. Cft. 113727/No @Rs.10/Sft Rs. Cft. Cft. Cft. Cft. Cft. 3 2 2 6 3 7 4 1 2 2 6 3 7 4 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x5 x4 x3-1/2 x8 x6 x5 x2 x5 x5 x4-1/2 x9-1/2 x7-4/5 x6-1/2 x3 x1-1/8 x8-1/2 x1-1/8 x7 x1-1/8 x7 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x 3/4 x1-1/8 x 1/2 x1-1/8 x 1/2 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 1/2 Total Ded. Cft. S.18 Providing and fixing steel windows with openable glazed panels. Z-section for leaves ¾"x1"x¾"x1/8" (20x25x20x3 mm). Sft.50/Sft Rs. fixed with wire gauze.C. per %Sft. holdfast. C rooms 1 1 1 x1 x1 x 1/2 x61-1/2 x31-1/2 x54-1/4 x31-1/2 x32-1/4 x35-1/2 Total = = = = = = 1937 Sft 1016 Sft 963 Sft 3916 Sft.S. bends.72 Kg/Sq. with `D' and valves is not included in the Class working pressure complete in all respects:. Khurra 1 x6 x2 x2 Total 24 Net Qty 3916 (-) 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) = 24 Providing. class D working pressure. complete in all respects. T-section sashes 1"x1"x1/8" (25x25x3mm).m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge. @Rs. cutting.S. pipes of B. Sft. as per approved design and as directed by the Engineer Incharge. provided with 34 lbs.222. 24 Sft.423. flat frame. 3892 Sft.4" dia 1 x10 x16 Total 25 Providing and installing P. including all cost of material and labour.20/Rft Rs. 4"dia 6 No @Rs. Providing and fixing M. the composite(40x25x16x3 mm). including ¾" x 1/8" (20 mmx3 mm) M. etc.80/E Rs. 24 SWG glass pane 5 mm thick.V. including painting three coats.S. testing and disinfecting pipe line in trenches with P. duly painted.over a thin layer of putty duly screwed with leaves.V. wooden screed for glazing embedded metre. 254100/- 22 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa.C. flat ½"x1/8" (13mm x 3mm) grill Per Sft. Sft. 155049/- Deduction.80%Sft Rs. glass panes. laying. Sft. 160 Rft. or 1.S. in windows of approved design. of B. jointing. brass fittings.3983.S. 24 Sft.@Rs. @Rs.281. grouted with cement sand 1:3 on top of RCC roof slab. W1 W2 W3 W4 6 3 7 4 x1 x1 x1 x1 x8 x6 x5 x2 Total x5-1/2 x5-1/2 x5-1/2 x5-1/2 = = = = = 264 99 193 44 600 Sft. 35552/- . complete in all respects. using beam section for frame 1½"x1"x5/8"x1/8" For fixed pannels. 1691/- = = 160 Rft. C.80%Sft Rs. 4"dia 1 x10 x1 17 1/2" thick cement plaster 1:4 upto 20' (6.1267. Sft. @Rs. @Rs. 3760 Sft.00%Sft 2559 Net Total (A-B) 9 Supply and filling of sand under floor or plugging in wells.469. 1200 Sft. 9571/- 2430 2700 2612 486 1370 9598 Sft.957. Sft. 1 x1 x60 x30 2 x1 x30 x20 1 1 1 x1 x1 x1 x8 x8 x35-1/4 x16-3/4 x10 x15-1/2 Total 34 Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.roof slabs . Sft. Sft. Sft. 95097/- 16 Cement plaster 3/8" (10 mm) thick under soffit of R. Sft.00 mm) height:1 2 1 1 1 x2 x2 x2 x2 x2 x(60 x(30 x(80 x(8 x(35-1/4 +30 ) +20 ) +16-3/4) +10 ) +15-1/2) Total x13-1/2 x13-1/2 x13-1/2 x13-1/2 x13-1/2 = 10 No @Rs.15%Sft = Rs. Sft. 1 2 1 1 1 2 2 2 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x60 x30 x8 x8 x35-1/4 x85-3/4 x32-1/4 x14 x54 685 Sft 1874 Sft Rs. 1:2 ratio. class D working pressure.S. Tee. Sft. Sft.1 x10 x1 25 Providing and installing P. 23968/- x30 x20 x16-3/4 x10 x15-1/2 x2-1/4 x2-1/4 x2-1/4 x2-1/4 x 1/3 x 1/3 x x x x x x x 1/3 1/3 1/3 1/3 1/3 1/3 1/3 = = = = = = = = = 594 Cft 396 Cft 44 26 180 127 48 21 40 Cft Cft Cft Cft Cft Cft Cft . Sft. 80 Sft. 134 Sft.10/Each Rs. Sft.30/Each Rs. 4693/- = = = = = = = 10 No @Rs.S.C. @Rs.V. 546 Sft. of B.1279.990. 47645/- = = = = = = = = = = = = = 1806 392 125 86 150 2559 264 99 193 44 85 Sft. Sft. Sft Sft.C. 2 1 1 1 1 Deductions W1 W2 W3 W4 D1 x2 x2 x1 x1 x1 x32-1/4 x14 x62-1/4 x43 x75 Total(A) 6 3 7 4 2 x1 x1 x1 x1 x1 x8 x6 x5 x2 x5 Total(B) x5-1/2 x5-1/2 x5-1/2 x5-1/2 x8-1/2 685 x14 x14 x2 x2 x2 = = = = = 1800 Sft. Sft. 111440/- .5"(25 mm) thick floor of 1:2:4 cement concrete. for floor foundation. Sft. 14075/- 10 Providing.5928. 3382 Sft. Sft.@Rs. Total = 143 Sft. 34525/- 29 2"(40 mm) thick mosaic flooring. @Rs.140. Ent hall Plateform 1 1 1 1 x1 x1 x2 x2 x35-1/4 x38-1/5 x(35-1/4 x38-1/5 x15-1/2 x4-1/2 +15-1/2) x 3/7 +4-1/2) x 3/7 Total = = = = = 546 172 42 36 796 Sft Sft Sft Sft Sft @Rs.80%Cft Rs.5600. Sft. @Rs. Sft. 8009/12 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8".90%Cft Rs.08%Sft 8 Sft. consisting of ½ " mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips.947. Sft. laying.(a) using grey cement Lab 1 x1 x60 Off 1 x1 x8 CR 2 x1 x30 1 x1 x8 1 x1 x8 3 x1 x5 2 x1 x4 2 x1 x3-1/2 x30 x16-3/4 x20 x16-3/4 x10 x1-1/8 x1-1/8 x1-1/8 Total = = = = = = = = = 1800 134 1200 134 80 17 9 Sft Sft Sft.00/Sft Rs. Rs.18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. 200487/- 29-i 1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing using grey cement 1 1 1 2 1 1 x2 x1 x1 x1 x1 x1 x(8 x(60 x(8 x(30 x(8 x(8 +7-1/8) +30 ) +16-3/4) +20 ) +16-3/4) +10 ) x x x x x x 1/2 1/2 1/2 1/2 1/2 1/2 Lab Off CR = = = = = = 15 45 12 50 12 9 Sft. Sft. Sft. Take sme Qty of It. including rubbing and polishing complete with finishing :. complete in all respects.2324. Sft.No 9 Total = = 1485 Cft 1485 Cft.1 x1 x12 x2-1/4 Total x 1/3 = = 9 Cft 1485 Cft @Rs.laid over 1.80%Sft Rs. Sft. 31 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface. for panelling.20%Sft Rs.00%Sft Rs. Sft. 28840/- 32 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. over bottom layer ofcement concrete 1:3:6.60%Cft Rs. Take Qty item No. Sft. Sft.2988.Preparing surface and painting of doors and windows any type (including edges):3 coats.No. Take Qty item No.No. Sft @Rs. @Rs. 466 Sft.No 29 3382 x 70% = 2367 Rft 31 965 x 70% Total = = 676 Rft 3043 Rft @ 5. 33929/- 28 Painting new surface:. 13358 Sft @Rs.18 Sft 2 x233 Total = = 466 Sft.254. Sft. a) Size 1½" x 3/8" (40 x 10 mm) Take 70% Qty of It. 2 2 2 1 1 x1 x1 x1 x1 x1 x81-1/4 x32-1/4 x14 x54-1/4 x12 x3 x3 x3 x3 x3 Total = = = = = = 488 194 84 163 36 965 Sft. Take 70% Qty of It.1019. 4749/Total Rs.including surface finishing anddividing in panels i/c rubbing. consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve. 3760 Sft.16128/- 36 Distempering 3 coats on new surface. Take Double of It. 17 16 Total = = = 9598 Sft.30/Rft Rs. 4420150/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 81700/- 5 Construction of compund wall 4 1/2" thick and 6' high above D. 3708619/- Say. 200108/- Total: - Rs. Amount 1 Cost of Buildings Portion.A. Rs.C 275 Rft @Rs.727. Rs. No.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I. Rs. 3709000/- Sub Divisional Officer Executive Engineer . 3185711/- 2 Cost of Electric Installation. Rs. 108500/- 4 Cost of Gas Fittings Rs.T.P.I SARGODHA CONSTRUCTION OF RESIDENCE G 18-19 (ABSTRACT OF COST) Description Sr. 132600/- 3 Cost of Sanitary Installation.67/Rft Rs. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . including dagbelling.2795.75%oCft Rs. refilling around structure with excavated earth. bridges and other structures.18 DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Building Protion 1 Excavation in foundation of building.5 m) b) in ordinary soil 2 1 1 1 1 1 1 1 1 1 1 1 1 1 V walls 1 1 1 1 1 1 1 1 1 Toe wall 1 1 1 1 1 1 1 1 H walls x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x3 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x21-1/2 x3-1/4 x30-1/4 x3-1/4 x9 x3-1/4 x35-1/2 x3-1/4 x26 x3-1/4 x27-7/8 x3-1/4 x9-3/4 x3-1/4 x16-3/4 x3-1/4 x35 x3-1/4 x18-1/2 x3-1/4 x38-1/4 x2-1/2 x21-3/4 x2-1/2 x7 x2-1/2 x2-3/8 x2-1/2 x15 x2-1/2 x9 x2-1/2 x22-3/4 x2-1/2 x37-5/8 x2-1/2 x17 x2-1/2 x13-3/4 x2-1/2 x27-7/8 x2-1/2 x15-3/4 x2-1/2 x15 x2-1/2 x3 x1-1/2 x40-1/8 x1-1/2 x8-1/4 x1-1/2 x23-5/8 x1-1/2 x48-1/4 x1-1/2 x3 x1-1/2 x12-1/8 x1-1/2 x14-3/8 x1-1/2 Total x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 419 295 88 346 254 272 95 163 341 180 287 163 53 36 225 203 171 282 128 103 209 118 113 3 45 9 27 54 3 14 16 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 4544Cft-Marked=A 171Cft-Marked=B 4715 Cft @Rs. (1. dressing. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. 13182/- . 522. 67371/- .40%Sft [email protected] Termite Proofing of Buildings by spraying anti termite liquid with chemical (Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban) and 40 liter of water for and area of 175Sft as approved directed by the Engineer Incharge. i.5930.1:6:12 Ratio Take Qty 3/16 of Item No. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x3 x1 x1 x1 x1 x1 x1 x1 x21-1/2 x9-1/4 x30-1/4 x9-1/4 x9 x9-1/4 x35-1/2 x9-1/4 x26 x9-1/4 x27-7/8 x9-1/4 x9-3/4 x9-1/4 x16-3/4 x9-1/4 x35 x9-1/4 x18-1/2 x9-1/4 x38-1/4 x8-1/2 x21-3/4 x8-1/2 x7 x8-1/2 x2-3/8 x8-1/2 x15 x8-1/2 x9 x8-1/2 x22-3/4 x8-1/2 x37-5/8 x8-1/2 x17 x8-1/2 x13-3/4 x8-1/2 x27-7/8 x8-1/2 x15-3/4 x8-1/2 x15 x8-1/2 19 = = = = = = = = = = = = = = = = = = = = = = = = 199 280 83 328 241 258 90 155 324 171 325 185 60 40 255 230 193 320 145 117 237 134 128 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Take as per Item Take as per Item No.1 marked "A" 79 Sft = 2029 Sft = = 1388 Sft 7994 Sft @Rs. 29 Total 3 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. 30 Take as per Item No. 1136 Cft.55%Cft Rs. 41761/- 4544Cft Total x 1/3 # # = = 1136 Cft. 146 Cft. Cft.1 marked "B" 20 171Cft Total x 1/2 = = 86 Cft. Cft. 66 Cft. Cft. Cft. 86 Cft.20%Cft Rs. Take Qty 1/2 of Item No. 15 Cft. Cft. Cft. 14 Cft. Cft. Cft. Cft. 12 Cft. . Cft. Cft. Cft. 155 Cft. Cft.@Rs. 8 Cft. 7 Cft. 9 Cft. Cft.i) Ratio 1:6 H walls A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x2 x2 x2 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x23-3/4 x23-3/8 x23 x22-5/8 x31-3/8 x31 x30-5/8 x11-1/8 x10-3/4 x10-3/8 x10 x37-3/4 x37-3/8 x37 x36-5/8 x27-1/8 x26-3/4 x26-3/8 x26 x49-3/4 x49-3/8 x49 x48-5/8 x39-3/8 x39 x38-5/8 x38-1/4 x12 x11-5/8 x11-1/4 x10-7/8 x19 x18-7/8 x18-1/4 x17-7/8 x37-1/4 x36-7/8 x36-1/2 x36-1/8 x19-5/8 x20 x20-3/8 x20-3/4 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-1/4 x1-7/8 x1-1/8 x2-1/4 x1-1/2 x1-1/2 x1-1/8 x1-7/8 x1-1/2 x1-1/8 x1-1/8 x2-1/4 x1-7/8 x1-7/8 x1-1/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8 x1-1/2 x1-1/2 x1-1/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x4-1/2 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x5 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 27 22 17 216 18 Cft. Cft. 6 Cft. 21 17 14 173 9 Cft. 7 5 4 52 11 Cft. 6 4 4 48 18 14 10 175 15 Cft. 1856/- 5 Pacca brick work with cement sand mortar in foundation and plinth. 15 Cft. Cft. 13 Cft. Cft. Cft.2158. 85 Cft. 28 23 18 232 18 Cft. Cft. Cft.4 Dry rammed brick or stone ballast 1 1/2"-2" guage. Cft. Cft. 183 Cft. Cft. Cft. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x2 x1 x1 x1 x1 x3 x3 x3 x3 x1 x1 x1 x1 x1 x1 x1 x1 x1 x4-7/8 x5-1/4 x5-5/8 x6 x13-1/4 x13-5/8 x14 x14-3/8 x12-7/8 x13-1/4 x13-5/8 x14 x20-7/8 x21-1/4 x21-5/8 x22 x6-7/8 x7-1/4 x7-5/8 x8 x37-7/8 x35-1/4 x35-5/8 x36 x11-7/8 x12-1/4 x12-5/8 x13 x25-5/8 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 2 2 2 19 6 5 4 46 12 Cft. Cft. 8 Cft. Cft. Cft. 8 Cft. Cft. 4 Cft. 89 Cft. Cft. Cft. Cft. 12 Cft. Cft. 77 Cft. 6 Cft. Cft. Cft. 10 8 6 70 10 Cft. . 18 13 10 115 6 Cft. 41 Cft. Cft. 5 Cft. Cft. Cft. 21 10 Cft. Cft. Cft. Cft. Sft.30%Cft Rs. D. Sft.8883. Sft. Sft.P. 326372/- 6 Providing and laying damp proof course of cement concrete 1:2: 4(using cement. Sft. Cft. Cft. Sft. Sft. Sft. Sft. Cft. 22 5 Cft.C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x18 x2 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x14 x36 x5-1/4 x31-3/8 x8-3/4 x15-1/8 x8 x46-1/8 x14-3/4 x17-1/8 x21-3/4 x5-1/8 x15-1/8 x22 x 3/4 x14 x14 x6 x35-7/8 x5-1/4 x6 x31-3/8 x14 x14-3/8 x22-3/4 x8 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 = = = = = = = = = = = = = = = = = = = = = = = = = = 16 41 4 35 7 17 9 52 17 19 24 6 11 25 10 32 11 5 40 6 5 24 11 11 34 12 Sft. Sft. including bitumen coating :-(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 11/2" thick.P. 3674 Cft.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x26 x26-3/8 x26-3/4 x13-5/8 x14 x14-3/8 x14-3/4 x12-7/8 x13-1/4 x13-5/8 x14 x275 x21-1/8 x14-3/8 x38 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x4 Total. Sft. Sft. Cft. 6 5 4 45 464 36 24 342 Cft. Sft. Sft. Cft. Sft. 4 Cft. Sft. Sft. Sft. Cft.@Rs. Sft. 47 Cft. Sft.C 2nd D. Sft. Sft. Cft. Cft. Sft. Sft. . x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x2-1/4 x2-1/4 x2-1/4 x2-1/4 PP Steps = = = = = = = = = = = = = = = = 10 7 85 6 Cft. Cft. Sft. sand and shingle). Cft. Sft. Sft. Sft. Sft. Sft. 23 . Sft. 454Sft-Marked=A Sft. Sft. Sft.1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x15-1/8 x8 x46-1/8 x14 x14-3/4 x19-1/4 x36-1/8 x17-1/8 x14 x21-3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 = = = = = = = = = = 17 9 52 11 17 14 27 19 11 24 Sft. Sft. Sft. Sft. 24 D/D openings 1 x1 1 x1 1 x2 1 x4 1 x4 D1 1 x1 D2 1 x1 D3 1 x1 1 x1 1 x1 1 x1 1 x1 1 x1 1 x1 x14 x25-1/4 x4 x3-1/4 x2-1/2 x3-1/2 x3 x3-1/2 x4 x3 x4 x3 x9 x9 Net Total (A-B) 7 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:. . Sft. Sft. Sft.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: 1 x1 x14 x2 1 x1 x17 x2 1 x1 x12 x2 1 x1 x2 x2 1 x1 x6-5/8 x2 1 x1 x6 x2 1 x1 x14 x2 1 x1 x14-3/8 x2 1 x1 x14 x2 1 x1 x16 x2 1 x1 x4-1/2 x2 1 x1 x7 x2 1 x1 x5-1/4 x2 1 x1 x5-5/8 x2 1 x1 x5-3/4 x2 1 x1 x14 x2 1 x1 x8-3/4 x2 1 x1 x9 x2 1 x1 x12 x2 1 x1 x14 x2 1 x1 x14-3/8 x2 1 x1 x5-1/4 x2 1 x1 x1-1/2 x2 642 Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.@Rs. Sft. Sft.(A) x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total. Sft. Sft.(B) = = = = = = = = = = = = = = = = = = = = = = 13 6 11 10 22 747 16 28 6 10 8 4 3 4 5 2 3 2 7 7 105 Sft. Sft. Sft.60%Sft Rs. Sft. Sft. Sft. Sft.1 1 1 1 1 x1 x1 x1 x18 x13 x16-3/4 x5-1/8 x15-1/8 x 3/4 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x2-1/4 Total. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. 18044/- = = = = = = = = = = = = = = = = = = = = = = = 28 34 24 4 13 12 28 29 28 32 9 14 11 11 12 28 18 18 24 28 29 11 3 Sft. Sft. Sft.2810. Sft. Sft. Sft. Sft. 589 Sft.1 1 x1 x2 x10-3/8 x30 x2 x2 Total = = = 21 Sft. earth under floor with i) with surplus earth from foundation. 4234/- . ramming. watering. 12077/- 25 8 Filling. etc.No.1 4715 x 2/3 [email protected]%Sft Rs. 120 Sft. = 3145 Cft = 3145 Cft.2050. Take 2/3 of It.40%oCft Rs.@Rs. 947.90%Cft Rs. 33(Floor ) Back Terrace 1 x1 Porch PP 79 x 1/3 = 42 x 1/3 26 Cft 200 x 1/3 = = = = = = 14 Cft 66 Cft 1 1 x1 x1 x13-1/8 x20 x260 x17-1/8 x23 x3-1/2 Total x 1/3 x 1/3 x 1/3 75 Cft 153 Cft 300 Cft 634 Cft @Rs.8-i Filling. for floor foundation.@Rs. . 14740/- 11 Pacca brick work c/s (1:6) mortar in G. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. ramming. 30(Floor ) Qty item No.95%oCft Rs.5343.F H walls 1 x2 x14 1 x1 x14 1 x1 x5 1 x1 x35-7/8 1 x2 x6 1 x1 x31-3/8 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 = = = = = = 347 116 41 444 99 388 Cft. laying. complete in all respects.9 634 Total = = x11 x11 x11 x11 x11 x11 634 Cft 634 Cft. earth under floor with ii) New earth excavated from out side lead up to 3 miles.0 (-) 9 Supply and filling of sand under floor or plugging in wells. 6116. 29(Floor ) Qty item No. Cft. Cft. Take sme Qty of It. 29(Floor ) Qty item No. Cft. = 845 = 1620 = 227 = 6116 = 2971 Cft Cft Cft.2324.@Rs. Cft. Cft Cft. 30(Floor ) Qty item No. watering. 15877/- Qty item No. 33(Floor ) PP 79 x1-1/2 = 2029 x1-1/2 119 Cft 174 x1-1/2 = = 3044 Cft 261 Cft 1 1 1 x1 x1 x1 x260 x60 x13-1/4 x3-1/4 x27 x17-1/8 Total 3145 x1 x1 x1 Net Qty.80%Cft Rs. 26 Qty item No.No. 6009/- 10 Providing. Cft. Cft.i) Ratio 1:4 = 29 Cft. = 1021 Cft. Cft. Cft. = 5 Cft. = 4 Cft. Cft. Cft. Cft. Cft. = 2 Cft. 5157 (-) 11-i Pacca brick work with cement sand mortar in Ground floor. Cft.35%Cft Rs. Cft. = 3 Cft. Cft. Cft. = 15 Cft. 1021 x7 x7 x7 x7 x7 x6-1/2 x6-1/2 x3-1/2 x2 x7 x7 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1 x1 x 3/4 x 3/4 x 3/4 x 3/4 Opening 1 Lintels D 1 W 1 1 1 1 1 1 1 1 1 1 1 1 Net Qty. Cft. Cft. Cft. Cft.@Rs. Cft. 155Cft-Marked=A = 75 Cft. Cft. Cft. Cft.V walls At side 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x18 x3 x14 x38-1/2 x8 x8 x15-1/8 x46-1/8 x14 x19-1/8 x14-3/4 x36-1/3 x36-1/8 x14 x17-1/8 x21-3/4 x16 x5-1/8 x15-1/8 x22 x 3/4 x2 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/8 Total. = 4136 Cft. D1 D2 D3 D3A D4 W1 W2 W3 V1 1 1 1 1 1 1 1 1 1 1 x1 x6 x2 x1 x4 x7 x1 x1 x5 x1 x1 x1 x6 x2 x1 x3 x1 x1 x7 x1 x1 x5 x1 x1 x4 x4 x3 x3 x3 x8 x12 x3 x3 x5-1/2 x3 x5 x4-1/2 x4 x4 x3-1/2 x4-1/2 x4 x9-1/2 x14 x4 x4 x7 x4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 Total Ded.9506. x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 = 116 = 318 = 66 = 66 = 187 = 571 = 116 = 237 = 122 = 300 = 298 = 116 = 212 = 269 = 132 = 63 = 125 = 272 = 111 = 25 = 5157 = = = = = = = = = 32 126 32 24 63 410 88 12 34 Cft. Cft. Cft. 393183/- . = 16 Cft. = 3 Cft. Cft. = 3 Cft. = 4 Cft. = 6 Cft. Cft. Cft. = 17 Cft. Cft. = 16 Cft. 27 Deduction. Cft. Cft. = 2 Cft. Cft. Cft. girders and other structural members laid in situ or precast laid in position. complete in all respects:. Cft. using coarse sand and screened graded and washed aggregate. Cft.columns lintels.05%Cft Rs. Cft.Din 1 1 1 x1 x1 x3 x1-1/2 x2-1/2 x8 x 3/8 x 3/8 x 3/8 Total(A) x11 x11 x11 = = = = 6 Cft 10 Cft 99 Cft 115 Cft 28 D/D 1 1 x2 x2 x2-1/2 x3-1/2 x 3/8 x 3/8 Total(B) x7 x7 = = = 13 Cft 18 Cft 31 Cft Net Qty(A-B) = 84 Cft @Rs. beams. Cft. rendering and finishing exposed surface. Cft. in required shape and design. Box shelf Kit 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x3 x1 x1 x1 x1 x1 x1 x1 x1 x1 x3-1/7 x1 x1 x1 x1 x1 = = = = = = = = = = = = = = = = = = = = = WR bed 1 Car porch 1 1 Col 1 Din 1 Parapet 1 Kit Deck 1 x1-1/2 x1-1/2 x1 x3-3/4 x1 x 1/2 x 1/2 1 1 30 Cft. moulds. . or prestressed members cast in situ. Cft. shuttering. Cft. 7 Cft. Cft. Cft. etc. 299 323 150 217 16 7 4 5 7 4 5 5 5 34 35 34 9 138 Cft. 11 Roof slab 1 x1 = x45-1/4 x20-3/4 x15-1/2 x24-1/4 x9-1/2 x8-3/4 x10-1/8 x9 x11 x7-7/8 x8-1/4 x7-1/4 x8-3/4 x20 x20-1/2 x 5/8 x12 x275 x60 x18-1/2 x6-7/8 x15-7/8 x37-3/8 x23-1/4 x21-1/2 x4 x1 x1-3/4 x2-3/8 x2-3/8 x2-1/4 x2-1/2 x2-1/2 x2-1/2 x1-1/8 x1-1/8 x17-1/2 x 3/4 x 1/2 x 1/2 x1 x1 x x x x x x x x x x x x x 5/12 5/12 5/12 5/12 5/12 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 155 Cft. its fabrication and placing in position.10038.(3) (c) Type C (nominal mix 1:2:4) Lintels Take Qty item No. Cft. compacting.including forms. 19 Cft. lifting. complete (but excluding the cost of steel reinforcement. Cft. Cft. 8432/12 Providing and laying reinforced cement concrete (including prestressed concrete). Cft.):.curing. Cft.(a) (i) Reinforced cement concrete in roof slab. Cft. Cft. Cft. Lobby Ent Deck 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x13-2/3 x8-1/6 x9-2/3 x201 x26-2/3 x2 x14-1/8 x1 x1 x1 x1 x1 x9-3/4 x6 x 1/2 x 1/2 x 1/2 x 1/2 x1-1/2 x 1/2 x 1/2 = = = = = = = = = = = 7 4 5 101 40 10 42 Cft. Cft. Cft. Cft. Cft. Cft. Cft. 29 Left side purgola Right side purgola Over W1 Purgola 1 1/3x2 3/4x3/3((11^2+2/5x2 3/4^2)^1/2) 1 1/3x2 3/4x3/3((13^2+2/5x2 3/4^2)^1/2) 31 Cft 36 Cft 73 Cft 1857 Cft. @Rs.201.95/Cft Rs. 375021/- 5x 4/3x2 3/4x3/4((5^2+2/5x2 3/4^2)^1/2) Total 13 Fabrication of M.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- bdeformad bars 1857 x6.75 x0.454 = 5691 Kg @Rs.8973.05%Kg Rs. 510656/- 14 Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16" (5 mm) thick glass panes M.S. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws including grill of M.S. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C.P. fitting and painting 3 coats complete in all respect W1 W2 W3 V1 1 1 1 1 x7 x1 x1 x5 x8 x12 x3 x3 Total x8-1/2 x6-1/2 x3-1/2 x2 = = = = = 476 78 11 30 Sft. Sft. Sft. Sft. 595 [email protected]/Sft Rs. 202836/- 15 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio. 79 Qty item No. 27(Floor ) = 79 Sft. Qty item No. 28(Floor ) Qty item No. 31(Floor ) W1 Purgola 1 1 V1 Purgola1 1 x5 x5 x2 x2 2029 30 174 = = 2029 Sft. 174 Sft. Sft. Sft. Sft. Sft. x10 x10 x20 x20 x2 x2 x2 x2 Total = 100 = 100 = 80 = 80 = 2642 [email protected]%Sft Rs. 33478/x10-1/2 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x6 x10-1/2 x10-1/2 x8-3/4 x12 x12 x12 x12 x12 x12 x12 x12 x12 x12 16 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:Din/beds 3 1 1 Bed 1 1 Bath 2 Dress 1 Draw 1 Loung 1 Lobby 1 Bath 1 1 Extra NR 1 Porch 1 Lobby 1 Front 1 1 1 1 1 Back 1 1 1 Left side 1 Right side1 Kit Box x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x6 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x(14 x(14 x(8 x(14 x(14 x(8 x(8 x(14-3/8 x(14-3/8 x(6 x(6 x(6 x2 x(17-1/2 x15-1/2 x31-3/8 x21-1/2 x9-3/4 x21-1/2 x8-3/4 x36-5/8 x15-5/8 x25 x29 x36-1/8 +12 ) +10 ) +7-1/8) +13 ) +16 ) +5-3/4) +5-7/8) +17 ) +18-3/4) +14 ) +7 ) +6-1/4) +18-1/2) = = = = = = = = = = = = = = = = = = = = = = = = = Total 17 P/F deodar wood panelled or panelled with glazed doors and windows with M.S chowkat consisting of M.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M.S flat 1 1/2"x1/4" complete. 1 D2 1 D3 1 D4 1 DW1 1 CY door 1 D1 1638 504 318 567 630 330 291 659 696 420 156 147 126 756 136 377 258 117 258 105 440 188 300 348 434 = 10199 Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. 7374Cft-Marked=A Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. 2825Cft-Marked=B Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 101052/- x1 x7 x2 x4 x1 x1 x4 x3-1/2 x3 x2-1/2 x3 x4 x7 x7 x7 x7 x7 x7 = = = = = = 28 172 42 70 21 28 Sft. Sft. Sft. Sft. Sft. Sft. 17-i P/F iron sliding bolts to doors long class deodar wood 18 12" P/F First wrought joinery work in wire gauzed doors and windows with 24 SWG wire gauze with M.S chowkat consisting of M.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M.S flat 1 1/2"x1/4" complete. deodar wood framing 1½" (40 mm) thick, with wire gauze fixed in position:with springs or spring hinges D1 1 x1 x4 DW3 1 x1 x3 Total x1 x8 = = 31 361 [email protected]/Sft Rs. 176204/15 No @Rs.124.65/E Rs. 1870/- x7 x7 Total 19 Providing and fixing wardrobe 22" (550 mm) deep consisting of RCC shelves 1½" (40 mm) thick including ½" thick vinboard boxing and back (one side ply) vinboard shutter ¾" (20 mm) thick including deodar wood lipping ¼" (6 mm) on all edges, fixes including deodar wood frame 3"x1" (75mm x 25mm) with hanger rod in centre position drawers at bottom and openable shutter on upper portion including full hinges C.P. fitting and painting 3 coats complete. Beds = = = 28 Sft. 21 Sft. 49 [email protected]/Sft Rs. 22462/- 1 x4 x8 x10-1/2 Total 20 Providing and fixing Vin board cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified, with handles hinges,screws etc., complete in all respects. 2' deep with out back. 1 x1 x24 Total x4-3/4 = = 336 Sft. 336 [email protected]/Sft Rs. 154510/- = = 114 Sft. 114 [email protected]/Sft Rs. 50189/- S. including painting. pipes of B. 60 Rft. per %Sft. or 1.@Rs. fixed over 4"x¾" (100mmx20mm) deodar wood strip.222.90/Rft 160 Rft Rs. testing and disinfecting pipe line in trenches with P.21 Providing and fitting curtain railing to doors and windows. @Rs. cutting. 24 Providing. 2610 Sft.V.281.80%Sft Rs. provided with 34 lbs.S.3983.72 Kg/Sq. comprising of TOSO-elite Japan made superior type of railing or equivalent. 1691/- = = 60 Rft. jointing. with `D' and valves is not included in the Class working pressure complete in all respects:1 x4 x15 Total = = 6 No. 6 No. Sft.80/Each Rs. Sft. grouted with cement sand 1:3 on top of RCC roof slab. Khurra 1 x6 x2 x2 Total 24 Sft. W1 W2 DW1 DW2 D1 D2 D3A D4 32 1 1 1 1 1 1 1 1 1 1 1 x1 x6 x3 x7 x1 x1 x1 x1 x1 x1 x1 x6 x4-1/2 x4 x9 x14 x4 x6 x4 x11 x9 x4 Total = = = = = = = = = = = = 6 27 12 63 14 4 6 4 11 9 4 Rft Rft Rft Rft Rft Rft Rft Rft Rft Rft Rft @Rs. 13332/- . Sft.C. laying. Roof 1 1 1 1 1 x1 x1 x1 x1 x1 x14-3/4 x36-7/8 x8-3/4 x23-1/2 x4 x44-1/2 x38-5/8 x15-1/4 x16-3/8 x8-7/8 Total = 656 = 1424 = 133 = 385 = 36 = 2634 = = 24 Sft. Sft.100.@Rs. Deduction. 24 Sft. 16144/- 22 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa. 103977/- Net Qty 2634 (-) 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) Total. Sft.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge.20/Rft Rs. C. 5632/- Take Double of 361 It.25 Providing and installing P. 7359/- .S. = 26 Painting new surface:. 12 No @[email protected] coats.17 x2 Total = = 722 Sft.20%Sft Rs.V.30/Each 33 Rs. class D working pressure.1019. bends.No.Preparing surface and painting of doors and windows any type (including edges):. 722 Sft.469.S. of B. Sft. Sft. Sft. Sft.18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage. 8 Sft.18 x2 Total = = 98 Sft. @Rs.5600.@Rs. 8 Sft. 1176/- 28 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8". consisting of ½ " mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips. 4216/- 27-i 1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing using grey cement 1 Kit Khurra1 x2 x2 x(8 x(4 +7-1/8) +4 ) Total x 3/7 x 1/2 = = = 13 Sft. Sft. 21 Sft.5336. 79 Sft.630.laid over 1"(25 mm) thick floor of 1:2:4 cement concrete. Sft. Lounge 1 x1 x14-3/8 Lobby 1 x1 x6 1 x1 x5-1/2 D1 1 x1 x4 D2 1 x7 x3-1/2 D3 1 x2 x3 1 x1 x3 Opening 1 x1 x5-1/2 1 x1 x10-3/8 Beds 1 x2 x14 x18-3/4 x14 x8-3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x12 = = = = = = = = = = 270 84 48 5 18 5 3 4 8 336 Sft. Sft. 618/- 27 1½"(40 mm) thick mosaic flooring.80%Sft Rs. . 9 Sft.Preparing surface and painting sashes fanlights glazed or gauzed doors and windows (including edges):3 coats. @Rs. Sft. 34 Take Double of 49 It.26-i Painting new surface:.No.25%Sft Rs. Sft. including rubbing and polishing complete with finishing :.60%Sft Rs. 98 Sft.(a) using grey cement Box Decks proch Decks Kit Decks lawn 1 1 1 1 x1 x2 x2 x8 x5 x9 x16 x7-1/8 x 1/2 x 1/2 x 1/2 Total = = = = = 57 Sft. 5 Sft. over bottom layer ofcement concrete 1:3:6. Sft Sft @Rs.No.including surface finishing anddividing in panels i/c rubbing. consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve. Sft. Sft.29 79 1388 x 70% x 70% Total = = = 55 Rft 972 Rft 1027 Rft @ 5.27 Take 70% Qty of It.5443/- 31 P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete. Sft Sft Sft 35 2029 Sft. Sft. Sft. a) Size 1½" x 3/8" (40 x 10 mm) Take 70% Qty of It. bath 1 1 x1 x1 x6 x6 x7 x6-5/8 = = 42 Sft 40 Sft . Sft. Sft. Sft. Decks 1 Decks Kit 1 Decks lawn 1 PP 1 x 1/4 x 1/4 x 1/4 x1 x3-1/7 x3-1/7 x3-1/7 x260 x12-3/8 x17-1/2 x36-1/4 x4 Total x12-3/8 x 1/4 x17-1/2 x 1/4 x36-1/4 x 1/4 = = = = = 30 60 258 1040 1388 Sft.1 1 Dress 1 1 Din 1 Draw 1 Kit 1 Lounge 1 Lobby 1 1 Beds 1 1 1 Dress 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x14 x14 x8 x4 x14 x14-3/8 x14 x(14-3/8 x(6 x(5-1/2 x(14 x(14 x(14 x(8 x3 x(14 x(14-3/8 x(14 x16 x13 x5-7/8 x4 x12 x17 x10 +18-3/4) +4 ) +8-3/4) +12 ) +16 ) +13 ) +5-5/8) x 3/4 +12 ) +17 ) +10 ) Total x x x x x x x 1/2 1/2 1/2 1/2 1/2 1/2 1/2 x 3/7 x 3/7 x 3/7 = = = = = = = = = = = = = = = = = = = 224 182 47 16 168 244 140 33 10 14 26 30 27 14 5 22 26 20 Sft. for panelling. Sft.No. Sft. Sft.2988.60%Cft Rs. Sft. 41482/- 30 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. 284060/- 29 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface. Sft.00/Sft Rs.140. Sft. Sft. Sft. [email protected]/Rft Rs. 60%Sft = = = = = = = = = Rs.1257. Porch 1 x1 Gate to Porch 1 x1 x21 x10 x20 x20 Total = = = 420 Sft.16 A (Plaster) Total 35 Weatther Shield paint 2 coats on new surface = 7374 Sft.7397. 31519/- 33 P/L Tuff paver 60mm thick complete as approved directed by the Engineer Incharge.00/Sft Rs. 620 Sft. 18730/- Take Qty iten No.00%Sft Rs.6 A DPC 37 Making groove 1/4" deep 1 1 1 1 1 Back 1 1 Left side 1 Front = Total x2 x2 x2 x2 x2 x2 x2 x2 x31-3/8 x21-1/2 x9-3/4 x21-1/2 x8-3/4 x36-5/8 x12-5/8 x29 454 Sft 454 Sft 63 43 20 43 18 73 25 58 Rft Rft Rft Rft Rft Rft Rft Rft @Rs.@Rs. Take Qty item No. = 7374 Sft @Rs. @Rs. 30992/- Take Qty iten No. bath 1 1 1 x2 x2 x2 x(6 x(6 x(8 +7 ) +6-5/8) +5-3/4) Total x5 x5 x5 = = = = 130 126 138 394 Sft Sft Sft Cft. = 2825 Sft.176 B Plaster Total 36 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab.254.7999. 200 Sft.75.00%Sft Rs.80%Sft Rs. 5710/- .1 x2 x8 x5-3/4 Total = = 92 Sft 174 Sft 36 @Rs.05%Sft Rs.1097. 46500/- 34 Distempering 3 coats on new surface.@Rs. = 2825 Sft. 12871/- 32 P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete. 1 x2 x36-1/8 Total = = 72 Rft 415 Rft @Rs.6.85/Rft Rs. 2843/Total 37 Rs. 3185711/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . = 17 No @ 479.25/Each Rs. for recessed wiring.21060/- @ 39.80/Each @ 77.75 mm thick (3/16") bakelite sheet top.3/0. including connection from ceiling rose.778/- @ 243. 10 cm (4") deep.0 m 2 Supply and erection of single core PVC insulated copper conductor cables. i) 10 x 10 cm (4"x4") Total ii) 17.. sheet box of 16 SWG.wire/trenches (rate for cables only):i. including rod. conduit/G. including making holes for regulators.1707/- @ 329.029" 780 m ii.0 m ii-1" dia.1397/- @ 129. etc.7/0.10/Each Rs.5885/- 15 No 15 No 6 No 6 No 7 No 7 No 2 No 2 No @ 93.5 x 10 cm (7"x4") Total iv) 20 x 25 cm (8"x10") Total v) (10"x12") Total 5 Supply and erection of tube light. 3/4" dia 250.7/0.ii) single rod (40 watts) with one choke and one starter.029" 350 m iii.70/Each Rs. etc.80/Each Rs. flexible wire.S. plugs.25/m Rs.036" 100 m 4 Supply and erection of M.19313/- @ 93.35/m Rs. 70.70/m Rs.I.38 DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Electric Installation Portion 1 Supply and Erection of PVC pipe for wiring on resessed i/c inspection boxes pull boxes hook bends reducer and prepairing surface etc complete.S. choke.6559/- @ 27. starter with frame.00/m Rs. with 4.8157/- . complete.659/- Rs.13773/@ 58. switches.I pipe/wooden strip batten/wooden casing and capping/G.85/m Rs. in prelaid PVC pipe/M. fan with regulator i/c carriage from local market to site of work etc.90/Each Rs..189/- 1 No @ 177. = 11 Supply and Erection of 3 pin wall socket 5AMP = 11-i Supply and erection of 3 pin 10/15 Amp. = 7 P/Fixing of Exhaust fan 12"sweep double action plastic body made (GFC) etc complete in all respect as approved by the Engineer Incharge.30/Each Rs. = 9 Supply and erection of ceiling rose.261/- = 1 No @ 20000/Each Rs. = 13 Supply and erection of bell push open/recessed type = 14 Erection of ceiling fan alongwith regulator (all sizes).include shackle insulator for holding insulated wire and straining devices for bearer wire and other accessories etc.30/Each Rs.10/Each 39 15 No @ 21. bar fan hook.8000/20 No @ 20.electric wire/cable for suspension rod and board connection. threading on the rod.Royal.619/- 6 No @ 76.S.400/- 10 No @ 1600. Neno light and voltage meter Amper meter etc complete in all respect as approved by the Engineer Incharge.16000/- 10 No @ 61.95/Rft Rs.Younis.30/Each Rs.177/- 10 No @ 136.6 Supply and Erection of button holder backlite large size.00/Each Rs. = 10 Cost of ceiling fans 56" sweep of approved firm like.placed at the time of casting of slab. 1 x(1 ) 17 Supply and erection of house service pipe Henley (G.1361/- Rs. = 15 Supply and erection of 3/8" (10 mm) dia M. bakelite. = 12 Supply and erection of call bell 220/250 volts.30/Each Rs.I. 16/20 Amp SP 8 Nos.5x10 cm (7"x4"). 50 mm (2") dia.10/Each Rs.Pak. and out going circuit braker 6/10 AMP SP 8 Nos.458/- 1 No @ 189.and cutting.2555/- . = 16 Supply and Errection of electric panel board size 18 x 24x6" consisting of input circuit braker 60 amp 1 No. fixed on teak wood board 17.GFC.320/- 5 No @ 1600/Each Rs. complete.00/Each Rs.20000/- = 12 Rft 12 Rft @ 212. Total 10 No @ 26. where necessary. including carriage from local Railway Station/Store to site of work. wall socket recessed type. pipe water quality) or pole type. erected to instal insulated overhead line. and 2 metre away from building plinth. with G.I.I.18 Earthing of iron clad/aluminum switches. Say 1 job 1 Job @ 2932. = Total Total. pipe.2932/Rs. etc. complete with 1.I. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Executive Engineer Provincial Buildings Division Sargodha .35/Rft 40 Rs. recess ed or on surface ofwall and floor.5 metre long G. 50 mm (2") dia with reducing socket 4 to 5 metre below ground level. pipe 15 mm (½") dia. 132560/Rs.8 SWG in G. 132600/- Sub Engineer. wire No. = 5 P/F shower rose 1/2"x4" = 6 P/F C.coloured i/c double seat and cover only bakelite.80/Each Rs. chromium plated or brass oxidised. excluding seat and cover:.5992/- 4 No @ 345. = 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.80/Each Rs.3906/- Rs.2406/- 5 No @ 500.60/Each Rs. etc.3906/- 3 No @ 1302. swan neck cock 15 mm (½" dia.1049/4 No @ 314.1289/- . waste pipe and waste coupling.2291/- = 3 No @ 1302. and 5 mm thick. with pedestal = 10 Providing and fitting.41 DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Sanitary Installation Portion 1 Providing and fitting glazed earthen ware water closet European type.00/Each Rs.75/Each Rs. i) Coloured.55/Each Rs.1381/- 4 No @ 322. i) two way = 11 Providing and fixing chromium plated tee stop cock 15mm (½").P bib cock 1/2" dia 6 No @ 174. with 5mm thick glass:.10/Each Rs. first quality.1256/1 No @ 1190. = 13 Providing and fixing looking glass 55x40 cm (22"x16") size.40/Each 1 No @ 2290.P stop cock 1/2" dia = 7 P/F C.10/Each Rs.25/Each Rs. = 4 P/F glazed eartheware low level flushing cistern complete.11600/- 2 No @ 604.1190/- = 8 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.15/Each Rs.00/Each Rs. = 14 Providing and fixing glass shelf 60x13 cm (24"x5").i) with chromium plated brackets = 8 No @ 300. 3 P/F plastic made low level flushing cistern 3 Gal capacity complete. = 9 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set.1210/- 14 No @ 428.2503/- 5 No @ 2319.90/Each Rs. including concrete chamber all round.S. 108500/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .20/Rft Rs. lowering in trenches to correctalignment and grade. of B. of B.C.S.1299/- 42 = 13-i Providing and installing P. Class "L" including carriage of pipe fromfactory to site of work.C.S.70/E Rs.17776/4 No @ 334.C. with `D' Class working pressure complete in all respects:13 iii. floor trap of cast iron. Providing and laying R. laying.80/Each Rs.15 Providing and fitting:-i) chromium plated towel rail60 cm (24") long.4" dia. grating:i) 10x5 cm (4"x3") = 12 Providing. 5911:Part I: 1981. using G.1/2" dia.1337/4 No @ 324.V.. = 14 Providing. pipe.00/Rft Rs.8 concrete 1:1½:3. tees. etc. moulded with cement Chapter .pipes of B. and C.I. and 2 cm (¾") dia.14475/120 Rft @ 73.V. ii) Medium Quality i.12100/Total.S. 108532/Say Rs. complete. etc.S. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. with spigot socket or collar joint. class "D" working pressure. bends. including cost of reinforcement.V. ii.I. conforming to B. jointing.90/Rft Rs. 1387-1967 complete in all respects. pipeline in trenches.S.3/4" dia. with socket joints. class "D" working pressure.C. pipes of B. cutting.8838/- 15 = 50 Rft @ 242.30/Each Rs. = 80 Rft @ 222. = 11 Providing and fixing. jointing.S. laying.S. jointing. 4 x ( 20 ) Providing and installing P.S. 9" dia 10 No @ 315. cutting.65/Rft Rs.C. with specials and valves. testing and disinfecting G.3157/- 10 No @ 957.10/E Rs. Rs. cutting pipes where necessary.I.9571/- = = 250 Rft @ 57. finishing and testing. 43 . S.I.65/Rft Rs. iii.00/Each Rs.00/Each Rs. ii. with socket joints. Say 1 No @ 17000.DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Sui Gas Portion 1 Providing. 1387-1967 complete in all respects. laying.1/2" dia.17000/Rs.00/Rft Rs.pipes of B. = 4 P/F handle valve best quality 1" dia 3/4" dia P/F Sui Gas Gyser 30/35 Gal capacity floor type (Ambassador/Nas Gas) i/c imported thermostate and imported gauge meter with connection up to nearest point of Gas water supply i/c carriage from market to site of work complete in all respects as approved directed by the Engineer 1 No @ 2100.2100/3 No @ 6500. ii) Medium Quality i. 81724/Rs.I.7650/- 3 P/F sui gas heater double burner Corona/Fire Sun made = 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge.1"" dia. with specials and valves.7218/196 Rft @ 109. pipeline in trenches. testing and disinfecting G. jointing.4053/- 98 Rft @ 73.2500/- = Total.21403/9 No @ 850.19500/- i) = = 1 No @ 300. cutting.3/4" dia.S.00/Each Rs.20/Rft Rs. 1 P/F sui gas lamp best quality = = = = 70 Rft @ 57. using G.90/Rft Rs.300/10 No @ 250.00/Each Rs. 81700/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .00/Each Rs. 0 SFT . 00 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . Rs.P.67/Rft Rs. Amount 1 Cost of Buildings Portion.00 5 Construction of compund wall 4 1/2" thick and 6' high above D. Rs. 21500. 506835. No.00 4 Cost of Gas Fittings Rs. 29107.C 40 Rft @Rs.A. 20600.00 588742.00 Total: - Rs.00 3 Cost of Sanitary Installation.T. Rs. 10700. 589000.I SARGODHA CONSTRUCTION OF SERVANT QUARTER 400 SFT (ABSTRACT OF COST) Description Sr. Say. Rs.00 2 Cost of Electric Installation.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.727. 5099/- 3 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.522. dressing.1 marked "B" 114Cft = = 249 Cft. 1 1 1 1 1 2 2 x2 x1 x1 x22-1/8 x15-5/8 x3-1/4 x10-1/4 x16 x9-1/4 x9-1/4 x8-1/2 x8-1/2 x8-1/2 Total = = = = = = 409 289 55 87 136 976 Sft Sft Sft Sft Sft Sft @Rs. 14767/- x 1/2 Total = = 57 Cft. 3103/- 2 Termite Proofing of Buildings by spraying anti termite liquid with chemical (Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban) and 40 liter of water for and area of 175Sft as approved directed by the Engineer Incharge.5 m) b) in ordinary soil H walls PP 1 1 1 1 1 1 1 1 2 2 x1 x2 x1 x1 x1 x2 x22-1/8 x3-1/4 x10-1/4 x15-5/8 x16 x3-1/2 x9-1/2 x50-5/8 x3-1/4 x2-1/2 x2-1/2 x3-1/4 x2-1/2 x2 x2 x1-1/2 Total x3 x3 x3 x3 x3 x 1/2 x 1/2 x 3/4 = = = = = = = = = 431 49 77 305 120 4 10 114 1110 Cft Cft Cft Cft 996Cft-Marked=A Cft Cft Cft Cft 114Cft-Marked=B Cft @Rs. 57 Cft.2795. Take Qty 1/2 of Item No. including dagbelling.55%Cft Rs.40%Sft [email protected]%Cft Rs.5930.1 marked "A"996Cft x 1/3 x 3/4 Total 4 Dry rammed brick or stone ballast 1 1/2"-2" guage. 249 Cft. refilling around structure with excavated earth. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft.1:6:12 Ratio Take Qty 3/16 of Item No.2158. 1230/- [email protected] ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Building Protion 1 Excavation in foundation of building.75%oCft Rs. (1. bridges and other structures. i. 8 6 5 10 114 Cft.5 Pacca brick work with cement sand mortar in foundation and plinth. PP = = = = = = = = = = = = = = = = = = = = = = 24 19 15 34 5 Cft. Cft. 13 Cft. 3 Cft. 20787/- 6 Providing and laying damp proof course of cement concrete 1:2: 4(using cement. 234 Cft. Sft. @Rs. 7 Cft. Cft. 4 3 3 6 19 Cft. Cft. 30 Cft. D/D openings Ver 1 x1 D1 1 x1 D2 1 x1 D3 1 x2 x12 x3-1/2 x3 x2-1/2 Net Total (A-B) 175 Sft. H walls V walls 2 1 1 2 1 x2 x1 x2 x2 x1 x20 x12 x5 x17-3/4 x17-3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 Total. Sft.30%Cft Rs. Sft. Cft. sand and shingle). Cft. Sft. Sft. Sft. Cft.(A) x1-1/8 x 3/4 x 3/4 x1-1/8 Total. Cft.8883. Cft. 16 Cft.(B) = = = = = = = = = = = = 90 9 8 80 13 200 14 3 2 6 25 Sft. Cft. Sft. Sft. Sft.@Rs. Cft.i) Ratio 1:6 H walls A 1 1 1 1 1 1 1 1 1 1 1 1 V walls 1 1 1 1 1 1 1 1 1 x2 x2 x2 x2 x1 x1 x1 x1 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x2 x21-1/8 x20-3/4 x20-3/8 x20 x10-7/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8 x x x x x 1/4 1/4 1/4 3/4 1/4 x11-1/4 x1-1/2 x11-5/8 x1-1/8 x12 x3-7/8 x4-1/4 x4-5/8 x5 x16-5/8 x17 x 3/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x2-1/4 x1-7/8 x 1/4 x 1/4 x 3/4 x x x x x 1/4 1/4 1/4 3/4 1/4 x 1/4 x 1/4 x 3/4 x 1/4 x 1/4 x 1/4 x 3/4 x1-1/2 x17-3/8 x1-1/2 x17-3/4 x1-1/8 x16-5/8 x17 x17-3/8 x17-3/4 x50-5/8 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 Total. Cft. 4 Cft.60%Sft Rs. including bitumen coating :(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 1-1/2" thick. Sft.2810. Cft. 4919/- . Sft. 1 x1 x12 1 x1 x12 1 x1 x5 1 x2 x5 PP 1 x2 x44-1/8 1 x2 x46 = = = = = = = = 2310 1260 755 700 223 233 0 Sft. earth under floor with ii) New earth excavated from out side lead up to 3 miles. [email protected] (-) 9 Supply and filling of sand under floor or plugging in wells. Sft. -740 Cft. Sft. 996/- 8-i Filling. Sft. Sft. Sft.50%Sft Rs. 1845/- 8 Filling. 3990/- . etc. ramming. 1 1 1 1 1 1 x1 x1 x1 x2 x2 x2 x12 x12 x5 x5 x44-1/8 x46 x11 x6 x8-5/8 x4 x2-1/4 x2-1/4 Total 740 x-35/2 x-35/2 x-35/2 x-35/2 x1-1/8 x1-1/8 PP Net Qty. Sft. Sft. watering.@Rs. 0. watering. Sft. Sft.1 1110 x 2/3 Total.7 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:. 0/- x11 x6 x8-5/8 x4 x2-1/4 x2-1/4 Total x-1/3 x-1/3 x-1/3 x-1/3 x 1/3 x 1/3 = = = = = = = 132 72 43 40 66 68 421 Sft. Sft.1346.No. 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x5 x12 x6 x11 x12 x5 x14 x4 x8-5/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 Total = = = = = = = = = = 6 14 7 12 14 6 16 5 10 90 Sft.80%Cft Rs. Cft Cft Cft @Rs. Sft. earth under floor with i) with surplus earth from foundation.40%oCft Rs.95%oCft Rs.947. = = 740 Cft 740 Cft. Take 2/3 of It. Sft. @Rs.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick.2050. Sft. Sft.5343. Sft. Sft. Sft. using coarse sand and screened graded and washed aggregate.No. girders and other structural members laid in situ or precast laid in position. 9788/- 11 Pacca brick work c/s (1:6) mortar in G. Cft. 252 x38-1/8 x 3/8 x 1/2 = 14 Cft x39-1/8 x 3/4 x3-1/2 = 205 Cft x5 x 3/8 x7 = 13 Cft Total = 232 Cft @Rs.i) Ratio 1:4 x 3/4 x7 x 3/4 x7 x1-1/8 x7 x 3/4 x4-1/2 x1-1/8 x6-1/2 x1-1/8 x7-3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x 1/2 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1 Total Ded. Cft.2324.10038. Take sme Qty of It. Cft.9 421 Total = = = = = = = = = = = = = = = = = = = = = = = 421 Cft 421 Cft. Cft.(a) (i) Reinforced cement concrete in roof slab. 92782/- Kit cill Deduction. 1228 ( . complete in all respects. Cft.@Rs. Cft. Cft.(3) (c) Type C (nominal mix 1:2:4) Parapet 1 1 1 x2 x2 x1 . or prestressed members cast in situ. Cft.including forms. Cft.9506. Cft. Cft.10 Providing. for floor foundation. compacting. Cft. 23288/12 Providing and laying reinforced cement concrete (including prestressed concrete). lifting. x11 x11 x11 x11 x11 x 1/2 495 41 99 439 146 8 1228 18 16 39 14 29 105 3 2 4 3 4 15 252 976 Cft.05%Cft Rs. Cft. Cft. Cft.) 11-i Pacca brick work with cement sand mortar in Ground floor.curing.90%Cft Rs. its fabrication and placing in position. etc. moulds. rendering and finishing exposed surface. Cft. laying. in required shape and design.@Rs. complete (but excluding the cost of steel reinforcement. shuttering.35%Cft Rs. beams. complete in all respects:.F 1 1 1 1 1 1 x2 x1 x1 x2 x1 x2 x20 x5 x12 x17-3/4 x17-3/4 x5 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/2 Total. 1 D2 1 D3 1 W1 1 W2 1 Ver Ope 1 RCC lintel 1 D2 1 D3 1 W1 1 W2 1 1 D1 x1 x1 x2 x1 x1 x1 x1 x1 x2 x1 x1 x1 x3-1/2 x3 x2-1/2 x4 x4 x12 x4-1/2 x4 x3-1/2 x5 x5 x13-1/2 Net Qty.):. Cft. Cft. Cft. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. Cft.columns lintels. @Rs. Cft. Sft. 44 Sft.95/Cft Rs. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C. Cft.454 = = 821 Kg 821 Kg @Rs.C. Sft.roof slabs .C. Cft. Sft. 70 Cft.RCC lintel 1 D2 D3 W1 W2 Roof slab 1 1 1 1 1 1 2 x1 x1 x2 x1 x1 x1 x1 x2 x4-1/2 x4 x3-1/2 x5 x5 x13-1/2 x20 x20 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8 x20 x 1/4 x 3/4 x 3/4 x 1/2 x 3/4 x 3/4 x1 x 5/12 x3-1/2 = = = = = = = = = 3 2 4 3 4 15 Cft. flat and screws including grill of M.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):.340.S. @Rs.8973.990.1267.deformad bars Take Qty 6. Sft.75 x0. @Rs. 268 Cft. Sft.15%Sft Rs. 3637/- x2 x2 x2 x2 x2 x2 +11 ) +6-1/8) +8-5/8) x(5 +4 ) x(5 +4 ) x(18-1/2 +18-1/8) Total x(12 x(12 x(5 x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x3-1/2 = = = = = = = 483 381 286 108 189 256 1703 Sft.S.S. box section frame 2"x1½". fitting and painting 3 coats complete in all respect.75Lbs/cft of Item No. Sft. flat for fixing 3/16" (5 mm) thick glass panes M.S. Sft.80%Sft Rs. 26 Sft.90/Sft Rs. Sft.b. 73669/- 14 Providing and fixing windows consisting of M. Cft. (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.P. 16873/- .201.00 mm) height:1 1 Kit 1 1 1 Parapet 1 Room Ver = = = = = 132 72 43 40 Sft.S. Cft. 1 1 1 1 x1 x1 x1 x2 x12 x12 x5 x5 x11 x6 x8-5/8 x4 Total 16 1/2" thick cement plaster 1:4 upto 20' (6. 1:2 ratio. Sft. 54123/- Total 13 Fabrication of M.12 268 x6. @Rs. 167 Cft. 15000/- 15 Cement plaster 3/8" (10 mm) thick under soffit of R. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M. 287 Sft.05%Kg Rs. W1 W2 1 1 x1 x1 x4 x4 Total x4-1/2 x6-1/2 = = = 18 Sft. 124. 53203/Rs. Roof = = = = = = 25 21 35 28 109 Sft.3983.17 Cement pointing (1:2) struck joints on walls mixed with red oxide pigment to match the colour of bricks. Khurra 1 x1 Net Qty 349 (-) 20 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) Total.281.S chowkat consisting of M. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. @Rs. Sft. per %Sft. @Rs. 14913/- 1 1 1 x2 x1 x1 x2-1/2 x4 x12 Total (B) x7 x6-1/2 x7-3/4 Net Total (A-B) 18 P/F deodar wood panelled or panelled with glazed doors and windows with M. laying. 1 x ( 13 = = 1 No.00%Sft Rs. or 1. 21 Providing.222.20/Each Rs. 349 Sft. 282/- ) = 13 Rft @Rs.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M. D1 D2 D3 CY 1 1 1 1 x1 x1 x2 x1 x3-1/2 x3 x2-1/2 x4 x7 x7 x7 x7 Total 18-i P/F iron sliding bolts to doors 12" long x1 x8 19 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa.C. @Rs.488. Sft. 2889/- . 499/- 4 No @Rs.4" dia. Room D/D D3 W2 Ver 1 x2 x(20 +20 ) x16-1/2 Total (A) = = = = = = = 1320 Sft. 35 Sft 26 Sft 93 Sft 154 Sft 1166 Sft. 1 No. 13744/- Deduction.1279. Sft.10/Sft Rs. 345 Sft. grouted with cement sand 1:3 on top of RCC roof slab.S. 1320 Sft.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge.S.V.80%Sft Rs. 4 Sft.65/E 1 x1 x18-1/2 x18-7/8 Total x2 x2 Total 4 = = = = 349 Sft. jointing.80/Each Rs. Sft. @Rs.S flat 1 1/2"x1/4" complete. pipes of B.72 Kg/Sq. provided with 34 lbs. with `D' Class working pressure complete in all respects:Rain water down pipes iii. 4 Sft. cutting. 22 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure. = 23 Painting new surface:Preparing surface and painting of doors and windows any type (including edges):- 3 coats. 2 No @Rs.315.70/Each Rs. 631/- Take Double of It.No.1 8 Doors 109 x2 Total = = 218 Sft. 218 Sft. @Rs.1019.20%Sft Rs. 2222/- 24 P/L 1 1/2" thick topping C conc (1:2:4) i/c placing mixing finishing curing etc complete.1 1/2" thick +19-5/8) x3 = Total = 25 Dry brick paving laid flat, sand grouted, including preparation of bed by watering, ramming and bringing the same to proper camber, by ½"(13 mm) thick mud plaster 1 x2 x(26 274 Sft. 274 [email protected]%Sft Rs. 5872/- 1 x1 x20 x15 Total = = 300 Sft. 300 [email protected]%Sft Rs. 5858/- 26 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface, for panelling, consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve, over bottom layer ofcement concrete 1:3:6,including surface finishing anddividing in panels i/c rubbing. 1 1 1 1 1 x1 x1 x1 x2 x1 x12 x12 x5 x5 x260 PP x11 x6 x8-5/8 x4 x4 Total x-1/3 x-1/3 x-1/3 x-1/3 = = = = = = 132 72 43 40 1040 1040 Sft. Sft. Sft. Sft. Sft Sft @Rs.2988.60%Cft Rs. 31081/- 26-i Providing grey cement skirting or dado 3/8"(10 mm) thick including rounding of corner and straight ening of top edge and finishing to smooth surface afterplastering :(1:3) cement sand mortar. 1 1 1 2 1 1 1 1 1 x2 x2 x2 x2 x1 x1 x2 x1 x1 x(12 x(12 x(5 D1 D2 D3 Step x(5 x3-1/2 x3 x2-1/2 x13 x12 +11 ) +6 ) +5-5/8) +4 ) x 1/2 x 1/2 x 1/2 x 1/2 x 3/4 x 3/4 x1-1/8 x2 x 3/4 Total 27 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. a) Size 1½" x 3/8" (40 x 10 mm) = = = = = = = = = = 23 18 11 18 3 2 6 26 9 116 Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 2238/- Take 70% Qty of 1040 x 60% Total = = 624 Rft 624 Rft @ 5.30/Rft Rs.3307/- 28 P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete. bath 1 x2 x5 29 P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete. bath x4 Total = = 40 Sft 40 Sft @Rs.7397.00%Sft Rs. 2959/- 2 x2 x(5 +4 ) Total x5 = = 180 Sft 180 [email protected]%Sft Rs. 14400/- 30 Distempering 3 coats on new surface. Take Qty item No.16( Plaster ) Total 31 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. = = 1703 Sft. 1703 Sft @Rs.254.00%Sft Rs. 4326/- Take Qty iten No.6 A DPC Total = = 200 Sft 200 Sft @Rs.1257.60%Sft Rs. 2515/Total Rs. 506835/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha 00/m Rs.wire/trenches (rate for cables only):a) 250/440 volts.Younis. = 11 Supply and Erection of 3 pin wall socket 5AMP = 3 No @ 61.00/Each @ 77.90/Each Rs. (rate for cable only):.843/- 8 No 8 No @ 93. switches.64/- 2 No @ 361. including making holes for regulators. plugs. sheet box of 16 SWG.Royal.DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Sub Engineer.60/- Rs.722/3 No @ 20.745/2 No 2 No @ 129. i) 10 x 10 cm (4"x4") Total ii) 17. 250/440 volt:. 3/4" dia 45.029" 100 m 3 Supply and erection of copper conductor cables for service connection.30/Each Rs.Pak.I. in prelaid PVC pipe/M. = 6 Supply and Erection of button holder backlite large size. in prelaid pipe/G. etc. = 10 Cost of ceiling fans 56" sweep of approved firm like. conduit/G.00/Each Rs.GFC.ii) single rod (40 watts) with one choke and one starter. PVC insulated: i.I pipe/wooden strip batten/wooden casing and capping/G.fan with regulator i/c carriage from local market to site of work etc. etc. flexible wire.259/- 3 No @ 479.10/Rft Rs.vi) (7/0. Executive Engineer (Electric Installation Portion) 1 Supply and Erection of PVC pipe for wiring on resessed i/c inspection boxes pull boxes hook bends reducer and prepairing surface etc complete.I. including rod.S.70/Each Rs.25/m Rs. with 4. choke.1439/- 3 No @ 21. wire/trenches.0 m 2 Supply and erection of single core PVC insulated copper conductor cables..029") = Total 4 Supply and erection of M. starter with frame. 10 cm (4") deep.3476/- @ 27.05/Each Rs. complete.S. bakelite.80/Each Rs.10/Each Rs. = 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete = 9 Supply and erection of ceiling rose.2700/- 30 Rft 30 Rft @ 28. including connection from ceiling rose. for recessed wiring.186/2 No @ 1600.3200/- .3/0.5 x 10 cm (7"x4") Total 5 Supply and erection of tube light. PVC sheathed 2 core.c) PVC insulated.75 mm thick (3/16") bakelite sheet top. etc. threading on the rod.52/2 No @ 136.I.electric wire/cable for suspension rod and board connection.5 mm (1/16") thick M.and cutting.189/1 No @ 76.10/Each Rs. where necessary. 20599/Rs. etc. and 2 metre away from building plinth. sheet. iron box for housing main switches.placed at the time of casting of slab. bar fan hook. including painting:(24"x14"x6") = Total 18 Earthing of iron clad/aluminum switches.11-i Supply and erection of 3 pin 10/15 Amp. = Total Total. Say 1 job 1 Job @ 2932.30/Each Rs. = 12 Supply and erection of call bell 220/250 volts. = 15 S/E of iron/aluminum clad 500 Volts main switch with kit kat fuses double pole 30/35 Amp 30/35 Amp 500 V 1 x(1 ) = 1 No @ 1345/Each Rs.1345/17 Providing and fixing M. complete with 1. 20600/1 No 1 No @ 2039. wall socket recessed type. = 14 Supply and erection of 3/8" (10 mm) dia M.5 metre long G. 50 mm (2") dia with reducing socket 4 to 5 metre below ground level.5x10 cm (7"x4").30/Each Rs. recess ed or on surface ofwall and floor.2932/Rs.I.2039/2 No @ 26.35/Rft Rs. pipe 15 mm (½") dia.I. including carriage from local Railway Station/Store to site of work.10/Each Rs. with G. with locking arrangement. wire No.8 SWG in G. = 13 Erection of ceiling fan alongwith regulator (all sizes). fixed on teak wood board 17.20/Rft Rs.76/- Sub Executive Engineer Executive Engineer Provincial Buildings Division Sargodha Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha .272/1 No @ 189. pipe.S.S.S. made of 1. . waste pipe and waste coupling.1302/- Rs. grating:i) 10x5 cm (4"x3") = 13 Providing and fixing looking glass 55x40 cm (22"x16") size.1302/- = 7 P/F C. = 14 Providing and fixing glass shelf 60x13 cm (24"x5"). = 5 P/F shower rose 1/2"x4" = 6 P/F C.P bib cock 1/2" dia 1 No @ 174.314/1 No @ 1302.10/Each 1 No @ 1302.60/Each Rs.00/Each Rs. swan neck cock 15 mm (½" dia.669/- 1 No @ 345.25/Each Rs. with 5mm thick glass:.80/Each Rs.75/Each Rs. chromium plated or brass oxidised. and 5 mm thick.80/Each Rs.345/- .175/- = 8 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.30/Each Rs. floor trap of cast iron.856/- 2 No @ 334.I.P stop cock 1/2" dia 1 No @ 314.00/Each Rs. = 3 P/F plastic made low level flushing cistern 3 Gal capacity complete. etc. = 12 Providing and fixing.2320/- 1 No @ 604. i) Coloured.90/Each Rs. i) two way = 11 Providing and fixing chromium plated tee stop cock 15mm (½"). Executive Engineer ( Sanitary Installation Portion) 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. with pedestal = 10 Providing and fitting.10/Each Rs. including concrete chamber all round.i) with chromium plated brackets 4 No @ 300. = 9 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set.1203/- 2 No @ 500.605/- 2 No @ 428.1001/- 1 No @ 2319.DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Sub Engineer. and C. first quality. 325/- 60 Rft @ 222. = 12 Providing.80/Each Rs.S. and 2 cm (¾") dia.322/- 1 No @ 324. laying.4" dia.C.S.13332/- .= 15 Providing and fitting:-i) chromium plated towel rail60 cm (24") long. cutting. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. 4 x ( 15 ) = 1 No @ 322. jointing. pipes of B. with `D' Class working pressure complete in all respects:iii.15/Each Rs.V.20/Rft Rs. etc. bends.C. tees.2003/Total.S. ii. Class "L" including carriage of pipe fromfactory to site of work.C.S. moulded with cement Chapter .2316/20 Rft @ 73. etc. with spigot socket or collar joint. 6" dia = = 40 Rft @ 57.C.I.3/4" dia.V. 10700/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .S.V. using G. class "D" working pressure. testing and disinfecting G.10/E Rs. = 13-i Providing and installing P. complete. cutting pipes where necessary..7657/8 No @ 315.15/Rft Rs. 10739/Say Rs. lowering in trenches to correctalignment and grade.2526/- = 20 Rft @ 100. finishing and testing. including cost of reinforcement. of B.pipes of B. class "D" working pressure.S. conforming to B. = 19 Providing.65/Rft Rs.90/Rft Rs.S. 20 Providing and laying R.S. jointing. pipeline in trenches.S. 5911:Part I: 1981.13 Providing and installing P. Rs.1/2" dia.8 concrete 1:1½:3. of B.70/E Rs. ii) Medium Quality i. jointing. laying.I. 1387-1967 complete in all respects.1473/8 No @ 957. cutting. pipe.C. with socket joints. with specials and valves. testing and disinfecting G. with socket joints.1"" dia.65/Rft Rs.00/Each Rs. ii) Medium Quality i. with specials and valves.2100/1 No @ 6500.I.I.3/4" dia. Executive Engineer ( Sui Gas Portion) 1 Providing.600/4 No @ 250. 21486/Rs.S.00/Each Rs. Say 2 No @ 300.2550/- i) = = Total. ii. cutting.90/Rft Rs. = 4 P/F handle valve best quality 1" dia 3/4" dia 1 No @ 2100. 1 P/F sui gas lamp best quality = = = = 3 P/F sui gas heater double burner Corona/Fire Sun made = 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge. using G.00/Each Rs. 1387-1967 complete in all respects.1473/40 Rft @ 109.S. 21500/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . pipeline in trenches.DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 400 SFT Sub Engineer. iii.pipes of B.4368/3 No @ 850.1/2" dia. laying.2895/- 20 Rft @ 73.20/Rft Rs.6500/50 Rft @ 57. jointing.00/Each Rs.00/Each Rs.1000/Rs. . (ABSTRACT OF COST) Description 1 Cost of Buildings Portion. Rs. Say.727. Rs.T.P. 5 Construction of compund wall 4 1/2" thick and 6' high above D.67/Rft Rs. 4 Cost of Gas Fittings Rs. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . No. Total: - Rs.C 99 Rft @Rs. Rs.I SARGODHA CONSTRUCTION OF STAFF QUARTER G 1-10 (990 SFT) Sr. Rs.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I. 3 Cost of Sanitary Installation. 2 Cost of Electric Installation.A. MAN RESOURCE ENSION SYSTEM IN ODHA G 1-10 (990 SFT) Amount 1206924.00 1419000.00 47200.00 52700.00 Executive Engineer Provincial Buildings Division Sargodha .00 40600.00 1419463.00 72039. 75%oCft Rs.DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT Building Protion 1 Excavation in foundation of building.2795. 6279/- 2 Termite Proofing of Buildings by spraying anti termite liquid with chemical (Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban) and 40 liter of water for and area of 175Sft as approved directed by the Engineer Incharge.5 m) b) in ordinary soil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Step Ent 1 B side 1 Appron T wall side 1 Back 1 Front 1 Flower trough 1 walls 2 2 x1 x1 x1 x1 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x7 x8 x9 x3-1/2 x5 x5-7/8 x2-3/8 x3-3/4 x3-1/2 x38-1/5 x35-4/7 x1-1/2 x26 x11-1/4 x10 x11-1/8 x6-3/8 x15-1/8 x16 x3-1/2 x42-1/4 x32-1/4 x36-3/4 x1-1/2 x3-1/4 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x3-1/4 x2-1/2 x3-1/4 x3-1/4 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x4 x2-1/2 x1-1/2 x1-1/2 x1-1/2 x3 Total x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 = = = = = = = = = = = = = = = = = = = = = = = = = 138 120 68 26 38 44 18 73 26 372 347 11 195 84 75 83 48 113 96 13 95 73 83 7 2246 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 1879Cft-Marked=A Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 367Cft-Marked=B Cft Cft Cft Cft @Rs. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. refilling around structure with excavated earth. bridges and other structures. dressing. 1 2 x7 1 2 x8 1 x1 x9-1/8 1 x1 x3-1/2 1 x1 x5 1 x1 x5-7/8 1 x1 x2-3/8 1 x2 x3-3/4 1 x1 x3-1/2 1 x1 x38 1 x1 x35-4/7 x9-1/4 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x9-1/4 x9-1/4 = = = = = = = = = = = 130 136 78 30 43 50 20 64 30 352 329 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft . (1. including dagbelling. Cft. 1 Cft.55%Cft Rs. 29 = 862 Sft Take as per Item No.1 marked "B" 367Cft Total x 1/2 184 Cft. i. 20405/- 1879Cft Total x 3/16 = = = = 352 Cft. 71 Cft. 2 Cft.20%Cft Rs.@Rs. Cft. Cft. Cft. 30 Total 3 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. Cft.@Rs. 19 Cft. 2 Cft. 184 Cft. Cft.522. .i) Ratio 1:6 AI II III IV BI II III CI II III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x7-4/7 x7-3/4 x8 x8-1/8 x9-1/4 x9-3/8 x10 x10-1/4 x1-5/8 x5-1/4 x10-1/4 x4-7/8 x5-1/4 x6-1/4 x6-5/8 x7 x6-3/8 x6-4/7 x5-1/4 x2-1/4 x2-5/8 x3 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 DI II III EI II III FI II III HI II III = = = = = = = = = = = = = = = = = = = = = = 4 7 6 78 7 Cft. 1 Cft.1:6:12 Ratio Take Qty 3/16 of Item No. 21 Cft.1 marked "A" = = 328 Sft 3906 Sft @Rs. 352 Cft. Take Qty 1/2 of Item No. 3971/- 5 Pacca brick work with cement sand mortar in foundation and plinth. Cft. 2 2 25 2 Cft.1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1-1/2 x26 x11-1/4 x10 x11-1/8 x6-3/8 x15-1/8 x17 x13-3/4 x27-7/8 x15-3/4 x15 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 = = = = = = = = = = = = 13 221 96 85 95 54 129 145 117 237 134 128 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Take as per Item No. 5 Cft. 4 30 19 4 Cft. Cft.40%Sft Rs.2158. 20876/- 4 Dry rammed brick or stone ballast 1 1/2"-2" guage. Cft. 19 Cft.5930. Cft. Cft. 23 Cft. Cft. Cft. 2 Cft. D. Cft.C 1 x2 x8-1/8 x1-1/8 1 x2 x10 x 3/4 = = 18 Sft. Cft. 165674/- 6 Providing and laying damp proof course of cement concrete 1:2: 4(using cement. Cft. Cft.JI II III IV KI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x3-3/4 x3-3/4 x3-3/4 x3-3/4 x35-1/2 x35-1/8 x35-7/8 x35-7/8 x30-1/4 x34-1/4 x34 x1-1/2 x1-1/2 x1-1/2 x25-1/2 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-7/8 x3-1/4 x1-1/4 x1-1/4 x1-1/8 x2-1/4 x1-1/2 x1-1/2 x1-1/8 x 3/4 x1-1/2 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x 1/4 x4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x4-3/4 x3 x 1/2 x 1/2 x3 x 1/2 x 1/2 x 1/4 x3 x 1/4 x3 x 1/4 x3 x3 LI II III IV MI x34-5/8 x1-7/8 x33-5/8 x1-1/8 NI II III OI x25-1/3 x1-1/8 x25-1/8 x 3/4 x12-5/8 x12-4/9 x12-1/4 x10 x10 x10 x11-1/8 x11-1/8 x11-1/8 x6-3/8 x6-3/8 x6-3/8 x17-1/4 x17-5/8 x18 x16 x16 x16 x3-1/2 x3-1/2 x3-1/2 x42-1/4 x42-1/4 x32-1/4 x32-1/4 x36-3/4 x36-3/4 x2-5/8 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x1-1/2 x1-1/8 x 3/4 x3 x2 x1 x3 x2 x1 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/2 Total.30%Cft Rs. Cft. Cft. 13 Cft. . Cft. 1 0 5 10 Cft. sand and shingle). Cft. 6 5 64 144 16 8 32 4 2 12 95 9 73 10 83 12 1865 Cft. PI QI III RI II III SI II III Step ent 1 1 1 1 1 1 1 1 1 1 1 1 B side 1 1 Appron Toe wall 1 1 1 Back 1 1 Front 1 1 F/Trough 1 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 4 Cft. Cft. 3 Cft. Cft. Cft. 36 Cft.@Rs. Cft. Cft.P. Cft. 16 Cft. Cft. 4 Cft. Cft. 4 3 40 2 Cft. 14 57 22 22 306 19 Cft. Cft. Cft. Cft. Cft. 5 3 44 4 Cft. Cft. Cft. 90 Cft. Cft. 15 Sft. Cft.8883. 161 Cft. Cft. 3 Cft. 7 Cft. 36 Cft. Cft. including bitumen coating :-(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 1-1/2" thick. Cft. 2810. Sft. Sft. watering. earth under floor with ii) New earth excavated from out side lead up to 3 miles. 10821/- 1 1 1 x1 x1 x1 = = = = 54 49 42 145 Sft. Sft. Sft. Sft. Sft. Sft. 138 Cft. 167 Cft.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick. 215 Cft.60%Sft Rs. D/D openings D1 1 x1 D2 1 x3 D3 1 x3 D4 1 x3 D/D ver 1 x1 x4-1/2 x3-1/2 x3 x2-1/2 x10-7/8 Net Total (A-B) 7 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:.1346. etc. ramming. ramming. Take 2/3 of It. Sft. 2017/- 8-i Filling. . Sft.2050. Sft. Sft.@Rs. Sft.@Rs. x36-1/4 x1-1/2 x32-3/4 x1-1/2 x27-3/4 x1-1/2 Total 8 Filling. Sft. Sft. Sft. Sft. Sft. Sft. watering.50%Sft Rs. Sft.No. Sft. Sft. 2973/- x 2/3 Total. Sft. Sft. Sft. Sft. = = 1498 Cft 1498 Cft. Sft. Sft.1 2246 385 Sft.(B) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 8 4 5 5 3 5 6 3 82 38 1 19 9 8 8 5 14 82 38 18 21 2 417 3 8 7 6 8 32 Sft. Sft. 97 Cft. 1 1 1 1 1 x2 x1 x1 x1 x1 x10 x11 x7 x18 x9-1/4 x12 x13 x9-1/4 x5-1/8 x12 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 = = = = = 360 Cft. Sft.40%oCft Rs. Sft. Sft.(A) x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total.LI Back 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x2 x2 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x2 x1 x1 x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x3-1/2 x36-1/4 x33-5/8 x1-1/2 x25-1/8 x12-1/4 x10 x11-1/8 x6-3/8 x18 x36-1/4 x33-5/8 x8-1/8 x27-3/4 x2-5/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 Total. earth under floor with i) with surplus earth from foundation.@Rs. Cft. 48 Cft. Cft.@Rs. 37 Cft.@Rs. 62 143 100 115 358 -1140 Cft. 358.1 1 1 1 Appron Toe wall 1 1 1 x2 x1 x1 x1 x1 x1 x1 x3 x5-1/4 x5-1/4 x7-7/8 x42-1/4 x29-1/2 x34 x5 x5-5/8 x5-1/4 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x5-1/4 x2-1/4 x2-1/4 x2-1/4 Total Net Qty. 41 Cft. Cft Cft. Cft. Cft. 3232/- 10 Providing. laying. Cft. . Cft @Rs. Cft. 1 1 1 1 1 1 1 1 1 Appron Toe wall 1 1 1 x2 x1 x1 x1 x1 x2 x1 x1 x1 x1 x1 x1 x10 x11 x7 x18 x9-1/4 x3 x5-1/4 x5-1/4 x7-7/8 x42-1/4 x29-1/2 x34 x12 x13 x9-1/4 x5-1/8 x12 x5 x5-5/8 x5-1/4 x5-1/4 x2-1/4 x2-1/4 x2-1/4 Total = = = = = = = = = 45 Cft.947. Cft.No.90%Cft Rs. Cft. for floor foundation.95%oCft Rs. Cft. Cft. Cft. 22 Cft. Cft. Cft. 10 Cft.0 ( . 14 32 22 26 341 Cft. Cft. Cft.5343. Cft. Cft. 10 Cft. Take sme Qty of It.) 1498 9 Supply and filling of sand under floor or plugging in wells. Cft. Cft. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. 0/- x 1/3 x 1/3 x 1/3 x 1/3 x 1/3 x 1/3 x 1/3 x 1/3 x x x x 1/3 1/3 1/3 1/3 = = = = = = = = = = = = = 80 Cft. 9 Cft. Cft. Cft.2324. Cft. 44 Cft. Cft. Cft. Cft.9 341 Total = = 341 Cft 341 Cft. Cft. 31 Cft.F H walls V walls Parapet Back Front Stopper slab 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x2 x1 x1 x1 x1 x1 x1 x1 x2 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x8-1/8 x10 x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x36-1/4 x33-5/8 x25-1/8 x12-1/4 x10 x5-3/4 x18 x33-5/8 x29-1/4 x2-5/8 x40-1/2 x40-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/8 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x3 x3 x3 x3 x 1/2 = = = = = = = = = = = = = = = = = = = = = 201 83 91 43 58 56 37 25 93 897 416 207 101 83 47 149 76 66 6 91 8 Cft.80%Cft Rs. 7928/- 11 Pacca brick work c/s (1:6) mortar in G. complete in all respects. Cft. Cft. its fabrication and placing in position.columns lintels. or prestressed members cast in situ. 11 = 26 Cft. 8532/12 Providing and laying reinforced cement concrete (including prestressed concrete). Cft. compacting.10038. shuttering. Cft. Cft. Cft. rendering and finishing exposed surface. Cft. complete (but excluding the cost of steel reinforcement. complete in all respects:.):. beams. Cft. etc. Cft.@Rs. girders and other structural members laid in situ or precast laid in position. using coarse sand and screened graded and washed aggregate. Cft.(3) (c) Type C (nominal mix 1:2:4) Lintels Take Qty item No. Cft. Cft. in required shape and design.i) Ratio 1:4 Al 1 1 1 1 1 x1 x1 x1 x1 x1 x10 x1-1/2 x3 x5-3/8 x1-1/8 x 3/4 x8-1/2 x 3/4 x8-1/2 x 3/4 x7 x 3/4 x8-1/2 x 3/4 x8-1/2 x 3/4 x7 x 3/4 x7 x 3/4 x7-1/2 x1-1/8 x6 x1-1/8 x6 x 3/4 x6 x 3/4 x5 x 3/4 x3-1/2 x 3/4 x1 x 3/4 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 x1-1/8 x 1/2 x1-1/8 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 Total Ded. 229293/- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x2 x1 x1 x2 x3 x1 x1 x1 x1 x1 x3 x1 x1 x3 x3 x1 x1 x1 x1 x3 x16-7/8 x4-1/2 x3-1/2 x3-1/2 x3 x3 x2-1/2 x5-1/2 x6 x4-1/2 x4 x3 x2 x19-1/2 x6 x4-1/2 x3-1/2 x7 x7-1/2 x6 x5-1/2 x3 Net Qty. Cft. 2886 (-) 11-i Pacca brick work with cement sand mortar in Ground floor.AI Deduction. x 1/2 x 1/2 x 1/2 x1-1/2 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 1 14 14 23 2886 108 29 37 22 19 32 39 31 41 30 18 11 16 15 2 5 4 3 4 3 2 3 474 2412 Cft. Cft. Cft. Cft. Cft. Cft. Cft. 26Cft-Marked=A Cft.(a) (i) Reinforced cement concrete in roof slab. . Cft. Cft.05%Cft Rs.9506. Cft. Cft. Ver Ope D1 D2 D3 D3A D4 W1 W2 W3 W4 W5 CW1 Ver Lintels D1 D2 W1 W2 W3 W4 CW1 1 1 1 1 x1 x1 x1 x1 x4-7/8 x72-3/8 x72-3/8 x10 x 3/8 x 3/8 x 3/8 x1-1/2 Total. lifting.curing. Cft. Cft D/D 0Cft-Marked=A Total(B) = 0 Cft Net Qty(AB) = 85 Cft @Rs. Cft. Cft. Cft. 474 x 3/8 x 3/8 x 3/8 x 3/8 x 3/8 Total(A) x11 x11 x11 x11 x8-1/2 = = = = = = 41 6 12 22 4 85 Cft. Cft.35%Cft Rs. Cft. moulds. Cft.including forms. Cft. Sft.454 = = = 1523 Kg 0 Kg 1523 Kg @Rs.14 = = = = = = = 0 0 0 0 0 0 0 Cft. W2 W3 11-i 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x4 x2 x1 x1 x1 x1 x1 x1 x6-1/2 x5 x11 x11 x2-1/2 x3-3/4 x29 x4-1/8 x7-1/2 x7 x7-1/2 x x x x x x x x x x x 1/4 1/4 1/2 1/4 1/4 5/12 5/12 5/12 1/3 1/4 1/4 x1-1/4 x1-1/4 Al shelves x1-7/8 x1-7/8 CW1 shade x1-1/4 Store slab x11-1/8 Roof slab x32-7/8 x2-5/8 Kit shelves x3 x2-1/4 x2-1/4 Total ii) -do.deformad bars Take Qty 6.S. 55908/- . (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M. Sft. Cft. Cft. Cft. 13 Fabrication of M.in slab of raft strip foundation complete P.75Lbs/cft of Item No. Cft. fitting and painting 3 coats complete in all respect W1 W2 W3 W4 W5 CW1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x3 x5-1/2 x6 x4-1/2 x4 x3 x2 x7-1/2 x6 x6 x6 x5 x3-1/2 Total = = = = = = = 41 36 27 24 15 21 164 Sft.75 x0.S. Cft. @Rs. Cft.90/Sft Rs. 0/- 497 x6. Sft. Cft. Cft. 136660/- 14 Providing and fixing windows consisting of M. Cft. Cft. flat and screws including grill of M. 2 2 10 21 2 17 397 5 7 4 4 497 Cft.S. flat for fixing 3/16" (5 mm) thick glass panes M.B = = = = = = = = = = = = = 0 Cft. 100369/- Total. Cft. Cft.454 x0. Sft. Cft. @Rs.S.201.35/Cft Rs. box section frame 2"x1½". flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C. Cft.05%Kg Rs.95/Cft Rs.P.b.340. Sft. Sft.8973.S. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):.Take Qty item No. Cft. Cft.149. Cft.75 0 x6. @Rs. including holdfast.65/E Rs.S. 30 Cft. complete:a) M.40/Sft Rs. 59150/No @Rs.15 Cement plaster 3/8" (10 mm) thick under soffit of R. angle iron 1½"x 1½"x ¼" (40x40x6 mm) welded with M. 41 Cft. 30 Cft. 65460/18 Providing and fixing 1½" (40mm) thick solid flush door shutter It C.P.75/Sft Rs. windows. D2 1 1 x3 x3 x3-1/2 x3 Total x1 x7 x7 x8 18-i P/F iron sliding bolts to doors 12" long = = = = 74 63 137 10 Sft. @Rs. Sft. Sft. Sft.S. making and threading holes for hinges. 111 Cft. 9884/- 16 1/2" thick cement plaster 1:4 upto 20' (6.window.S flat 1 1/2"x1/4" complete. 143 Cft.15%Sft Rs. Sft. Finger plate and kick plate (Approved Factory Manufactured) with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping 1½"x3/8" (40mm x 10mm) around shutter including Rs. Sft.chromium plated fitting. Sft.436.C. Sft. 1 1 1 1 1 1 1 1 1 x2 x1 x1 x1 x1 x2 x1 x1 x1 x10 x11 x7 x18 x9-1/4 x3 x5-1/4 x5-1/4 x7-7/8 x12 x13 x9-1/4 x5-1/8 x12 x5 x5-5/8 x5-1/4 x5-1/4 Total = = = = = = = = = = 240 Cft. Sft. Sft. Sft.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M. 780 Sft.1267. @Rs. flat 2"x ¼" (50 mm x 6 mm) = = = = = = = 5 5 38 21 53 28 Sft. etc.S chowkat consisting of M.@Rs. 65 Cft.@Rs. iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect.20 per Sft. 92 Cft. Sft. 28 Cft. 1247/- . etc. Sft. Sft. 1:2 ratio. 35847/- 17 P/F deodar wood panelled or panelled with glazed doors and windows with M.80%Sft Rs. C. 1 x1 x3 1 x1 x3-1/2 1 x1 x4-1/2 1 x1 x3 1 x3 x2-1/2 CY door 1 x1 x4 x1-1/2 x1-1/2 x8-1/2 x7 x7 x7 Total 150 Sft.431.C. 3618Cft-Marked=A Sft.roof slabs .15. Sft.124.990.00 mm) height:Din/beds Kit Box Bed Bath Dress Draw Loung 2 1 1 1 1 2 1 1 1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x(10 x(11 x(7 x(18 x(9-1/4 x(3 x(5-1/4 x(5-1/4 x(7-7/8 +12 ) +13 ) +9-1/4) +5-1/8) +12 ) +5 ) +5-5/8) +5-1/4) +5-1/4) Total x10-1/2 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x10-1/2 x10-1/2 = = = = = = = = = = 924 504 341 486 446 192 228 221 276 3618 Sft. Sft. i/c Providing and fixing mild steel chowkat of doors. S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M. with wire gauze fixed in position:1 x1 x4-1/2 1 x1 x3-1/2 1 x1 x3 Total x8-1/2 x8-1/2 x8-1/2 = = = = 38 30 26 94 Sft. Sft. Sft.S chowkat consisting of M.19 P/F First class deodar wood wrought joinery work in wire gauzed doors and windows with 24 SWG wire gauze with M. 43090/- . Sft.40/Sft Rs.458.S flat 1 1/2"x1/4" complete. deodar wood framing 1½" (40 mm) thick. @Rs. Sft. 933 Sft. x5-1/4 x5-1/4 x10-1/2 x5-1/4 x2-5/8 Khurra x2 x2 Total Net Qty 933 (-) 189 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) Purgola 1 1 1 x1 x1 x4 Total.222.17 Doors 137 x2 = 274 Sft..No. jointing.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge. 11554/- = 27 Painting new surface:. 29639/- Deduction. grouted with cement sand 1:3 on top of RCC roof slab. complete in all respects.4" dia.No. Sft. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. 1 x2 x5 x10 Total 21 Providing and fixing Vin board cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified. of B. 1127/- = 52 Rft @Rs. 5850/- . 574 Sft.@Rs. with handles hinges. Sft. per %Sft. 21132/- Total = 22 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa. Roof 1 1 x1 x1 x28-3/4 x32-1/8 x3-1/2 x2-5/8 Total = = = = = = = 924 Sft. 48 Sft. laying. Take 8 No @Rs. 4 x ( 13 ) 25 Providing and installing P.18 Take Double of It. bends. provided with 34 lbs. or 1.Preparing surface and painting of doors and windows any type (including edges):3 coats.20%Sft Rs. with `D' Class working pressure complete in all respects:iii. @Rs.290. 2' deep with out back.80/Each Rs. 1 x1 x10 x4-3/4 = = 100 Sft.20/Each Rs.S.V.80%Sft Rs. fittings with RCC (1:1½:3) shelves 1½" (40 mm) thick including 3 coats of painting.S. 100 Sft. 9 Sft.70/Sft Rs. pipes of B.25/Sft Rs.315. @Rs.C.V.P. 28 145 16 189 744 Sft. 2526/- Double of It.C.screws etc.1019. 24 Providing.70/Each Rs. 150 x2 Total = = 300 Sft. @Rs. 4 No.3983.20 Providing and fixng class room almirah consiting of 1" mm) thick solid flush shutter with deodar wood lipping ¼" (6 mm) thick all around (Approved Factory Manufactured) fixed in deodar wood frame 3"x1" (75mm x 25mm) including full hinges C.281.440.S. class "D" working pressure.S. 29070/- = 48 Sft.72 Kg/Sq. = = 4 No.@Rs. cutting. Sft. @Rs. 9803/- . 143 Sft. consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve.27-i Painting new surface:. Total = 188 Sft. including rubbing and polishing complete with finishing :.@Rs. PP 1 x1 x42-1/4 1 x1 x29-1/5 1 x1 x34 1 x1 x4-1/2 1 x3 x3-1/2 x3 x3 x3 x 3/4 x 3/4 Total = = = = = = 127 88 102 3 8 328 Sft Sft Sft Sft Sft Cft. Sft.Preparing surface and painting sashes fanlights glazed or gauzed doors and windows (including edges):.60%Cft Rs. Sft. 45998/- 28-i 1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing using grey cement 1 1 1 1 1 1 1 x2 x2 x2 x2 x2 x2 x2 x10 x11 x7 x18 x9-1/4 x5-1/4 x7-7/8 x12 x13 x9-1/4 x5-1/8 x12 x5-1/4 x5-1/4 Total x x x x x x x 1/2 1/2 1/2 1/2 1/2 1/2 1/2 = = = = = = = = 22 24 16 23 111 11 13 220 Sft. for panelling.@Rs. 28 Sft. consisting of ½ " mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips.(a) using grey cement 1 1 1 1 1 1 1 1 Doors Step Ent Ver x2 x1 x1 x1 x1 x2 x1 x1 x1 x1 x3 x1 x1 x1 x10 x11 x7 x18 x9-1/4 x3 x5-1/4 x5-1/4 x7-7/8 x4-1/2 x3 x16 x3-1/2 x16-7/8 x12 x13 x9-1/4 x5-1/8 x12 x5 x5-5/8 x5-1/4 x5-1/4 x 3/4 x 3/4 x3 x3 x 3/4 Total 1 1 1 1 1 1 = = = = = = = = = = = = = = = 240 Sft. Sft. 111 Sft. 41 3 7 48 11 13 862 Sft.including surface finishing anddividing in panels i/c rubbing. Sft.25%Sft Rs.laid over 1"(25 mm) thick floor of 1:2:4 cement concrete.5336. Cft. Sft. over bottom layer ofcement concrete 1:3:6. 65 Sft.19 Doors 94 x2 = 188 Sft. Sft. Sft.No. Sft.3 coats.5600.60%Sft Rs.80%Sft Rs. Sft.@Rs. 92 Sft. Sft. 30 Sft. 30 Sft. 12322/- 29 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface. Take Double of It.630.2988. Sft. Cft. 1186/28 1½"(40 mm) thick mosaic flooring. @Rs. bath 2 1 x2 x2 x6 x6 = = = 192 Sft 131 Sft 323 Cft.1279.00%Sft Rs. a) Size 1½" x 3/8" (40 x 10 mm) Take 70% Qty of It. Sft. Sft.7999.No. Sft. 3618 Sft @Rs. Sft. Sft.C = = 3618 Sft.30/Rft Rs.No. Sft.16 A (Plaster) Total 33 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. 30 Sft. 1206924/- . bath 1 1 x2 x1 x3 x5-1/4 x5 x5-5/8 Total = = = 30 Sft.28 Take 70% Qty of It.00%Sft Rs. 1 1 x2 x2 x39 x16 x45-1/2 x16 Total = = = 1248 Sft. Sft. Sft.1257. 34584/Total Rs.30 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. 4438/- 31-i P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete.4415/- 31 P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete. 2704 Sft @Rs. Sft. 60 Sft @Rs.29 862 328 x 70% x 70% Total = = = 603 Rft 230 Rft 833 Rft @ 5. 9190/- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x2 x2 x1 x1 x1 x1 x1 x2 x2 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1 x8-1/8 x10 x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x3-1/2 x36-1/4 x33-5/8 x1-1/2 x25-1/8 x12-1/4 x10 x11-1/8 x6-3/8 x18 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total = = = = = = = = = = = = = = = = = = = = 18 15 8 4 5 5 3 5 6 3 82 38 1 19 9 8 8 5 14 256 Sft.80%Sft Rs. 1456 Sft. Sft.00%Sft Rs.60%Sft Rs.7397. Sft. Sft. Sft @Rs.P. Sft. 25839/- Take Qty item No. Sft. x(3 +5 ) x(5-1/4 +5-5/8) Total 32 Distempering 3 coats on new surface. D. Sft.254. 3219/- 34 Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks. Sft. Sft. Sft. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 10/Rft Rs.100/- 9 Supply and erection of ceiling rose. PVC sheathed 2 core.029" 345 m @ 27..S. = 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete = Rs. switches.2810/- 10 No 10 No @ 93.8884/- 2 Supply and erection of single core PVC insulated copper conductor cables. in prelaid PVC pipe/M.c) PVC insulated.70/Each 4 No 4 No @ 243.3838/- 5 No @ 21. starter with frame.wire/trenches (rate for cables only):a) 250/440 volts.1167/- Rs. etc.00/Each Rs. sheet box of 16 SWG.0 m @ 77. flexible wire.I.S.vi) (7/0.3/0. 10 cm (4") deep.931/- Rs. bakelite. including connection from ceiling rose.029") = Total 4 Supply and erection of M.80/Each Rs. in prelaid pipe/G.ii) single rod (40 watts) with one choke and one starter. conduit/G.107/- 1 No @ 1600/Each Rs. with 4. = 7 P/Fixing of Exhaust fand 12"sweep double action plastic body made (GFC) etc complete in all respect as approved by the Engineer Incharge.DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT Electric Installation Portion 1 Supply and Erection of PVC pipe for wiring on resessed i/c inspection boxes pull boxes hook bends reducer and prepairing surface etc complete.I pipe/wooden strip batten/wooden casing and capping/G.75 mm thick (3/16") bakelite sheet top.9315/- 150 Rft 100 Rft @ 28. for recessed wiring.1600/- 3 No @ 361. etc.80/Each Rs.10/Each 9 No 9 No @ 129. 250/440 volt:.5 x 10 cm (7"x4") Total iv) 20 x 25 cm (8"x10") Total 5 Supply and erection of tube light. including rod. (rate for cable only):.029" 3 Supply and erection of copper conductor cables for service connection. etc.975/- 8 No @ 479. PVC insulated: i. complete.25/m Rs.30/Each Rs.7/0. wire/trenches. plugs. i) 10 x 10 cm (4"x4") Total ii) 17. = . choke.I.05/Each 5 No @ 20.1083/Rs.00/m ii. including making holes for regulators. = 6 Supply and Erection of button holder backlite large size. 3/4" dia 23 5 115. 20/Each Rs. and 2 metre away from building plinth. with locking arrangement.GFC. 47191/Rs. 50 mm (2") dia with reducing socket 4 to 5 metre below ground level. including painting:= 1 No @ 1344.10 Cost of ceiling fans 56" sweep of approved firm like.S. Total 17 Earthing of iron clad/aluminum switches. erected to instal insulated overhead line.00/Each Rs. complete.5 mm (1/16") thick M. Sub Engineer.I. recess ed or on surface ofwall and floor.I. including carriage from local Railway Station/Store to site of work.S. 50 mm (2") dia.95/Rft Rs. 500 volts main 38.6400/- 24"x14"x6" 1 x(1 ) 16 Supply and erection of house service pipe Henley (G.104/4 No @ 136.fan with regulator i/c carriage from local market to site of work etc.I.10/Each Rs.electric wire/cable for suspension rod and board connection.90/Each Rs. = 12 Erection of ceiling fan alongwith regulator (all sizes). = Total Total. where necessary.and cutting. on angle iron board with 3 mm installed. with G. threading on the rod.37/Each Rs.Younis.8 SWG in G.544/2 No @ 76. = 11 Supply and Erection of 3 pin wall socket 5AMP = 11-i Supply and erection of 3 pin 10/15 Amp. pipe water quality) or pole type. 47200/Executive Engineer Executive Engineer Executive Engineer Provincial Buildings Division Say .I. i) 30/35 AMP D.30/Each Rs. wall socket recessed type. = 13 Supply and erection of 3/8" (10 mm) dia M. = 14 Supply and erection of iron/aluminum clad. Sub Engineer. pipe.S.35/Rft Rs.Royal. including bonding to earth rates will be reduced as follows:.1 When the base frame is already switches with kitkat fuses.include shackle insulator for holding insulated wire and straining devices for bearer wire and other accessories etc.2039/- = 12 Rft 12 Rft @ 212. sheet covering. wire No.310/4 No @ 1600. etc.Pak. pipe 15 mm (½") dia. Sub Divisional Officer Provincial Buildings Sub Division-I = 1 No @ 2039.2555/- 1 job 1 Job@ 2932.10/Each Rs.1344/4 No @ 26.S. the labour and composite (1/8") thick M.2932/Rs. sheet.153/5 No @ 61..P 1 x(1 ) 15 Providing and fixing M.5 metre long G. ditto made of 1. bar fan hook.For with necessary flexible pipe and thimbles. complete with 1. etc.placed at the time of casting of slab. iron box for housing main switches. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . and 5 mm thick. i) Coloured. = 3 P/F plastic made low level flushing cistern 3 Gal capacity complete.1502/- 2 No @ 2319. first quality.2140/- 2 No @ 334.15/Each Rs. swan neck cock 15 mm (½" dia.00/Each Rs. = 5 P/F shower rose 1/2"x4" = 6 P/F C. etc.80/Each Rs. with 5mm thick glass:. = 9 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set. = 12 Providing and fixing.4640/- 2 No @ 351.644/- 2 No @ 324.10/Each Rs. = 6 No @ 300.P stop cock 1/2" dia 2 No @ 314.80/Each Rs.702/- 5 No @ 428.524/- = 8 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.80/Each Rs. floor trap of cast iron.60/Each Rs.10/Each 2 No @ 1302.30/Each Rs.90/Each Rs.2604/- = 7 P/F C. = 14 Providing and fixing glass shelf 60x13 cm (24"x5"). grating:i) 10x5 cm (4"x3") = 13 Providing and fixing looking glass 55x40 cm (22"x16") size. = 15 Providing and fitting:-i) chromium plated towel rail60 cm (24") long.00/Each Rs. and C.DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT (Sanitary Installation Portion) 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. including concrete chamber all round.25/Each Rs. i) single way = 11 Providing and fixing chromium plated tee stop cock 15mm (½"). with pedestal = 10 Providing and fitting.628/2 No @ 1302.20/Each Rs.2604/- Rs.i) with chromium plated brackets and railing.691/- 2 No @ 322. waste pipe and waste coupling. chromium plated or brass oxidised.I.669/- 2 No @ 345. and 2 cm (¾") dia.650/- .1805/- 3 No @ 500.P bib cock 1/2" dia 3 No @ 174. pipe.90/Rft Rs. 1387-1967 complete in all respects. complete.1/2" dia.I soil pipe with cement caulked joints.S.4419/= 42 No @ 184. cutting pipes where necessary. lowering in trenches to correctalignment and grade. jointing. 17 P/F cast iron specials such as tees bends etc complete cement caulked joints. ii) Medium Quality i. 40577/Say Rs. moulded with cement Chapter .8 concrete 1:1½:3.C.00/Kg Rs. 20 Providing and laying R.3000/- = 24 Rft @ 100.2404/Total. with spigot socket or collar joint.65/Rft Rs.pipes of B. with socket joints. 5911:Part I: 1981.15/Rft Rs.16 P/F C.C. 19 Providing. etc. Class "L" including carriage of pipe fromfactory to site of work. iii.4" dia.7766/- = 30 Kg @ 100.S. finishing and testing. 40600/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . pipeline in trenches. using G. testing and disinfecting G. Rs.I.3185/60 Rft @ 73. 6" dia = = 55 Rft @ 57..S. conforming to B. etc. including cost of reinforcement. jointing. with specials and valves.90/Rft Rs.3/4" dia. laying.I. cutting. ii. 00/Each Rs.4053/- 98 Rft @ 73. pipeline in trenches. iii.3/4" dia. 1 P/F sui gas lamp best quality = = = = 3 P/F sui gas heater double burner Corona/Fire Sun made = 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge. Say Rs.00/Each Rs. ii) Medium Quality i.20748/3 No @ 450. cutting.90/Rft Rs.I. 1387-1967 complete in all respects. 52700/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .1"" dia. jointing.2000/Total.15000/70 Rft @ 57. 52719/Rs. using G.20/Rft Rs.S.2100/3 No @ 5000.DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT (Sui Gas Portion) 1 Providing.00/Each Rs.00/Each Rs.1/2" dia.1350/- i) = = 1 No @ 250.7218/190 Rft @ 109. with socket joints. = 4 P/F handle valve best quality 1" dia 1/2" dia 1 No @ 2100. testing and disinfecting G. laying.pipes of B.S.I.00/Each Rs. ii.250/10 No @ 200.65/Rft Rs. with specials and valves. Rs. 14300.00 2 Cost of Electric Installation. 993453. 1008000.00 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .00 Say. Rs. Rs.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I. 1007753.I SARGODHA CONSTRUCTION OF GARAGES 5 NOS Sr.T.00 Total: - Rs.A. (ABSTRACT OF COST) Description Amount 1 Cost of Buildings Portion. No. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. Cft. Cft.DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5 NO. Cft. Cft. 3669/- Total 4 Pacca brick work with cement sand mortar in foundation and plinth. 8289/- x 1/3 x 3/4 = = = = 657 Cft.1 marked "B" 339Cft x3 x3 x1 x1 = = = = = 2021 605 60 279 2965 Cft Cft 2626Cft-Marked=A Cft Cft 339Cft-Marked=B Cft @Rs.20%Cft Rs.@Rs. including dagbelling.@Rs. Cft.@Rs. Cft. Cft.2795. Cft. 657 Cft. bridges and other structures. Qty 3/16 of Item No.30%Cft Rs. 163630/- .55%Cft Rs.8883.5930. Take Qty 1/2 of Item No. Cft. 170 Cft.2158.5 m) b) in ordinary soil Outer wall 1 1 inner walls 1 4 x207-1/4 x3-1/4 x15-1/2 x3-1/4 Toe wall 1sides x2 x20-1/8 x1-1/2 F/B 1 x2 x93-1/8 x1-1/2 Total 2 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and Take plinth. 38964/- x 1/2 170 Cft. (1. Cft.75%oCft Rs. refilling around structure with excavated earth. Building Protion 1 Excavation in foundation of building. x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x2-1/4 x2-1/4 = = = = = = = = = = = = = 117 97 78 58 738 37 32 26 20 257 68 314 1842 Cft. dressing. Cft. Cft.i) Ratio 1:6 Outer walls 1 x1 x207-1/4 x2-1/4 x207-1/4 x1-7/8 x207-1/4 x1-1/2 x207-1/4 x1-1/8 x207-1/4 x 3/4 1 x1 1 x1 1 x1 1 x1 Inner walls 1 x4 1 x4 1 x4 1 x4 1 x4 Appron1Toe x2 wall 1 x2 x16-1/2 x16-7/8 x17-1/4 x17-5/8 x18 x20-1/8 x93-1/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 Total.1 marked "A" 2626Cft Total 3 Dry rammed brick or stone ballast 1 1/2"-2" guage. 5 Providing and laying damp proof course of cement concrete 1:2: 4(using cement. @Rs. @Rs.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick. Cft.80%Cft Rs.60%Sft Rs. x17 x18 x20-1/8 x2-1/4 x93-1/8 x2-1/4 Total Net Qty.1346. Cft.@Rs.(B) Net Total (A-B) = = = = = = 311 Sft. 0/- x 1/3 x 1/3 x 1/3 = = = = 510 30 140 680 Cft. Cft @[email protected]%oCft Rs. 4778/- x 2/3 Total.50%Sft Rs. watering. earth under floor with i) with surplus earth from foundation. ramming. Cft. watering.(A) x 3/4 Total. 1 x1 x207-1/4 x1-1/8 Total 7 Filling. etc.0 ( . ramming.5343. Cft. 329 Sft. earth under floor with ii) New earth excavated from out side lead up to 3 miles.947. 2663/- 7-i Filling. sand and shingle). 9247/- D/D openings D 1 x4 x12 6 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:.1 = = 233 Sft. 1 x5 Appron1Toe x2 wall 1 x2 x17 x18 x20-1/8 x2-1/4 x93-1/8 x2-1/4 Total 1 x5 Appron1Toe x2 wall 1 x2 x3-1/4 x2-3/8 x2-3/8 = = = = = 4954 215 995 1210 -768 Cft. 1210.2050. = = 1978 Cft 1978 Cft.) 1978 8 Supply and filling of sand under floor or plugging in wells. including bitumen coating :-(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 1-1/2" thick. 54 Sft.2810. 233 Sft. Cft Cft.No. 6445/- . Take 2/3 of 2965 It. 36 Sft. 36 Sft. 365 Sft.40%oCft Rs. Outer walls 1 x2 x207-1/4 x 3/4 1 x4 x18 x 3/4 Total. x11 x11 1710 Cft.):. rendering and finishing exposed surface. 9 680 Total = = = = = 680 Cft 680 Cft. [email protected]. 10 1 1 1 x1 x2 x2 x85-5/8 x19-1/2 x89-5/8 x4 x23-1/2 x4 Total x 5/12 x 1/3 x 1/3 = = = = = 51 Cft. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. 51Cft-Marked=A Total Ded. @Rs. 297 Cft.F outer wall 1 1 Deduction. using coarse sand and screened graded and washed aggregate. x13-1/2 x 3/4 x1 = 51 [email protected] forms.curing. 15809/- 10 Pacca brick work c/s (1:6) mortar in G. Take sme Qty of It. beams. its fabrication and placing in position.35%Cft Rs. Cft. 2007 (-) 546 = 1461 Cft. moulds. complete (but excluding the cost of steel reinforcement.9506. x1 x2 x207-1/4 x 3/4 x18 x 3/4 Total. or prestressed members cast in situ.90%Cft Rs. 138888/11 Providing and laying reinforced cement concrete (including prestressed concrete). shuttering.(3) (c) Type C (nominal mix 1:2:4) 1 x5 Lintels D1 1 x5 D Lintel s Roof slab Take Qty item No.201.9 Providing. complete in all respects:.columns lintels. girders and other structural members laid in situ or precast laid in position. 696 239 62 1048 Cft. = 546 Cft. in required shape and design. compacting. etc. x12 x 3/4 x11 = 495 Cft. laying.95/Cft Rs. complete in all respects. 2007 Cft. 211644/- Pardi . lifting. Net Qty.(a) (i) Reinforced cement concrete in roof slab. for floor foundation. Cft. I. (300x300 mm).8973. per %Sft.70%Sft Rs. 660 Sft.454 13 Cement plaster 3/8" (10 mm) thick under soffit of R.80/Sft Rs.roof slabs . grouted with cement sand 1:3 on top of RCC roof slab. 2050 Sft.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge. x 1 ft. plate 1'x1'x1/8" (300x300x3 mm). 3675Cft-Marked=A Total = 3675 Sft.C.S. 16 Sft. springs 2' (600 mm) centre to centre. holdfast.00 mm) height:+18 ) x10-1/2 = 3675 Sft.75 x0. angle iron 1½"x1½"x1/8" (40x40x3 mm). rollers. @Rs. Roof = = 660 Sft.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):. @Rs.I. and painting three coats. 1 x5 x17 x18 Total = 3212 Kg @Rs.1169. 17896/- 14 1/2" thick cement plaster 1:4 upto 20' (6. 5 x2 x(17 1 x5 x12 x11 Total 16 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa.C.M. 16 Sft.14 1048 x6. handles.05%Kg Rs. provided with 34 lbs. complete in all respects. 81030/- Deduction. @Rs.990. 1:2 ratio. G. channel 2"x1¼"x1/8"(50x30x3 mm).72 Kg/Sq.bdeformad bars Take Qty 6. sheet rolling shutter. covering 1 ft.12 Fabrication of M. 123948/- 1 x1 x89-1/8 x23 Total x2 x2 Total 16 = = = = 2050 Sft.75Lbs/cft of Item No. 36412/15 Providing and fixing 24 SWG G. Khurra 1 x4 Net Qty 2050 (-) 17 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) . 1530 Sft.187.3983.consisting of steel frame of M. pipe 1½" (37 mm) dia.80%Sft Rs. 2034 Sft.I.S. 24 SWG G. or 1. @Rs. 288214/- = = 1530 Cft.80%Sft Rs. 4 x ( 13 ) 25 Providing and installing P. @Rs.30/Rft Rs.4" dia. 11554/- = 8 No @Rs.2988. laying.S.S. jointing. 2526/- = = = = 1530 121 559 2210 Sft Sft Sft Sft @Rs. consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve. for panelling. class "D" working pressure.S. cutting.S. 26 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. of B.80/Each Rs.V.C. x17 x18 x20-1/8 x3 x93-1/8 x3 Total 27 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. a) Size 1½" x 3/8" (40 x 10 mm) Floor 1 x5 Appron1Toe x2 wall 1 x2 = = 4 No. over bottom layer ofcement concrete 1:3:6.V.60%Cft Rs.281.20/Each Rs.8199/- .including surface finishing anddividing in panels i/c rubbing. 4 No. with `D' Class working pressure complete in all respects:Rain water down pipes iii.C. 1127/- = 52 Rft @Rs. pipes of B. 66048/- Take 70% Qty of 2210 x 70% Total = = 1547 Rft 1547 Rft @ 5.Total.315. bends.70/Each Rs. 24 Providing.222. 3675 Sft @Rs. Outer walls 1 x2 1 D/D x2 x5 1 x85-5/8 x14 x19-1/2 x14 Total(A) x12 x11 Total(B) Net Total = = = = = = 2398 546 2944 660 660 2284 Sft.60%Sft Rs. Outer walls 1 x1 = = 3675 Sft.1 4(Pla ster) Total 29 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. 9335/- x207-1/4 x 3/4 1 x4 x18 x 3/4 Total = = = 155 Sft. 28724/Rs.1257. Sft Sft. 209 Sft @Rs. 54 Sft.28 Distempering 3 coats on new Take Qty item No.254.00%Sft Rs.1257. Sft Sft @Rs. Sft.60%Sft Rs. 993453/- Total Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 2628/- 30 cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks. 250/440 volts.1080/- 3 Supply and erection of copper conductor cables for service connection.466/90 Rft 90 Rft @ 28. for recessed wiring.vi) (7/0.I.2529/- . switches.0 m @ 77. 250/440 volt:.10/Each Rs. with 4.00/m Rs. PVC insulated: 3/0. in prelaid PVC pipe/M. 10 cm (4") deep. in prelaid pipe/G.DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5NOS Electric Installation Portion 1 Supply and Erection of PVC pipe for wiring on resessed i/c inspection boxes pull boxes hook bends reducer and prepairing surface etc complete. (rate for cable only):.75 mm thick (3/16") bakelite sheet top. etc. sheet box of 16 SWG. conduit/G. wire/trenches.wire/trenches (rate for cables only):a) i.I.029") = Total 4 Supply and erection of M.3090/- 2 Supply and erection of single core PVC insulated copper conductor cables. 3/4" dia 5 8 40.70/Each Rs.S.10/Rft Rs. etc. PVC sheathed 2 core. including making holes for regulators.25/m Rs. i) 10 x 10 cm (4"x4") Total ii) 17.649/5 No 5 No @ 93.029" 2 5 8 40.S.5 x 10 cm (7"x4") Total 5 No 5 No @ 129.0 m @ 27.c) PVC insulated.I pipe/wooden strip batten/wooden casing and capping/G. plugs. 100/3 No @ 361. erected to instal insulated overhead line. complete. = 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete = 9 Supply and erection of ceiling rose. flexible wire. = Total 12 Rft 12 Rft @ 212.80/Each Rs.80/Each Rs. complete.. Sub Say Rs.5 Supply and erection of tube light.208/5 No @ 20. starter with frame. 50 mm (2") dia. etc.I.107/5 No @ 479.05/Each Rs.2399/- Sub Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Executive Engineer Provincial Buildings Division Sargodha . = 6 Supply and Erection of button holder backlite large size. = 9 S/E of switch 5 Amp Piano type.ii) single rod (40 watts) with one choke and one starter. pipe water quality) or pole type. 14300/Executive Engineer 10 No @ 20.30/Each Rs. = 16 Supply and erection of house service pipe Henley (G.2555/Rs.include shackle insulator for holding insulated wire and straining devices for bearer wire and other accessories etc.. including rod.1083/5 No @ 21. bakelite.00/Each Rs. including connection from ceiling rose.95/Rft Total. 14266/Rs. choke. Rs. (ABSTRACT OF COST) Description Amount 1 Cost of Buildings Portion.T.00 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .I SARGODHA CONSTRUCTION OF CHOWKIDAR HUT Sr.00 Say.DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I. 153000. 158000.A. Rs. 158100. 5100.00 Total: - Rs. No.00 2 Cost of Electric Installation. Rs. . refilling around structure with excavated earth. x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x2-1/4 = = = = = = = 24 20 16 12 153 118 Cft. [email protected]) Ratio 1:6 Outer walls 1 x1 1 x1 1 x1 1 x1 1 x1 Appron Toe 1 wall x1 x43 x43 x43 x43 x43 x70 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 Total. 105 Cft.20%Cft Rs. including bitumen coating :-(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 11/2" thick. including dagbelling. 30470/- 5 Providing and laying damp proof course of cement concrete 1:2: 4(using cement. x 1/3 x 3/4 Total 3 Dry rammed brick or stone ballast 1 1/2"-2" guage.75%oCft Rs. sand and shingle). 53 Cft. 6227/- x 1/2 53 Cft. 1465/- Take Qty 3/16 of Item No.@Rs. (1. 1144/- Total 4 Pacca brick work with cement sand mortar in foundation and plinth.5 m) b) in ordinary soil Outer wall 1 1 Toe wall sides 1 x1 x43 x70 x3-1/4 x1-1/2 Total x3 x1 = = = 419 Cft A 105 Cft B 524 Cft @Rs. .DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT.1 marked "A" 419Cft 2 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.5930. 65 Sft. bridges and other structures.(A) = = 65 Sft.55%Cft Rs.@Rs. Building Protion 1 Excavation in foundation of building.1 marked "B" 105Cft = = = = 105 Cft. Cft.2795. Outer walls 1 x2 x43 x 3/4 Total. 343 Cft. Cft.30%Cft Rs. Cft. Take Qty 1/2 of Item No. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. dressing. Cft.2158. 471/- 7-i Filling. 1 x1 x3 x 3/4 x7 . 63 Sft. 16 Cft.@Rs. 48 Sft. @Rs. watering. @Rs.(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick. 1 x1 x43 = = = 2 Sft. for floor foundation.No.80%Cft Rs. 1999/- 10 Pacca brick work c/s (1:6) mortar in G. ramming. = = 350 Cft 350 Cft.95%oCft Rs. x10 323 Cft. ramming.2324. 86 Cft @Rs.40%oCft Rs.(B) Net Total (A-B) 6 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:. complete in all respects. 815/- 9 Providing.5343. Take sme Qty of It.9 86 Total = = = = = 86 Cft 86 Cft. Take 2/3 of It.60%Sft Rs. earth under floor with i) with surplus earth from foundation. 1 x1 Appron Toe 1 wall x1 x10 x70 x10 x2-1/4 Total 350 x3-1/4 x2-3/8 Net [email protected]. 374.0 (-) 8 Supply and filling of sand under floor or plugging in wells. 128/- x10 x2-1/4 Total x 1/3 x 1/3 = = = 33 Cft.1 524 x 2/3 Total. 1771/- x1-1/8 Total = = 48 Sft.50%Sft Rs. 374 Cft. 1 x1 Appron Toe 1 wall x1 x10 x70 = = = = 325 Cft. 374 Cft 24 Cft.No. 323 Cft.D/D openings D 1 x1 x3 x 3/4 Total. 2 Sft. earth under floor with ii) New earth excavated from out side lead up to 3 miles.947. D x1 x43 x 3/4 Total.@Rs. etc.2050.90%Cft Rs. 53 Cft. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand. 984/- 7 Filling. laying.F outer wall 1 Deduction. watering. curing. 100 Cft.05%Cft Rs. 4 Cft. 23420/- x10 Total = = 100 Cft. 10 Cft.(a) (i) Reinforced cement concrete in roof slab. compacting.(3) (c) Type C (nominal mix 1:2:4) Lintels = = = = = 18 Cft.80%Sft Rs. Net Qty. its fabrication and placing in position.1169.201. 23224/- Total 12 Fabrication of M.00 mm) height:1 x2 x(10 +10 ) x10-1/2 Total = = 420 Sft.70%Sft Rs. rendering and finishing exposed surface. @Rs.including forms. shuttering.@Rs. beams. 26998/11 Providing and laying reinforced cement concrete (including prestressed concrete). or prestressed members cast in situ. etc. 1 x1 x10 x0.14 115 x5.75Lbs/cft of Item No. moulds. @Rs.8973.columns lintels. 1:2 ratio. 323 (-) 39 284 Cft.00 13 Cement plaster 3/8" (10 mm) thick under soffit of R. using coarse sand and screened graded and washed aggregate. complete in all respects:. 39 Cft. 4161/- .C. @Rs. 5Cft-Marked=A Take Qty item No.):. complete (but excluding the cost of steel reinforcement.9506.1 Lintels D1 1 1 x1 x1 x1 x6 x 3/4 x4-1/2 x 1/2 x7-1/2 x 3/4 x4 x 1/2 x 3/4 Total Ded.C. 115 Cft. 100 Sft. 420Cft-Marked=A 420 Sft.roof slabs .bdeformad bars Take Qty 6. 1170/- 14 1/2" thick cement plaster 1:4 upto 20' (6. 10 Roof slab Pardi 1 1 x1 x2 x15-1/2 x15-1/2 x 5/12 x15-1/2 x 1/3 x1 = = = = 5 Cft.454 = 261 Kg @Rs. lifting. girders and other structural members laid in situ or precast laid in position.35%Cft Rs. 1 Cft.S reinforcement i/c cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):.990. in required shape and design.95/Cft Rs. 240 Sft. 9402/1 No. . grouted with cement sand 1:3 on top of RCC roof slab.3983.16 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa.80%Sft Rs.281. @Rs.80/Each Rs. Roof Deduction. provided with 34 lbs. 4 Sft.72 Kg/Sq. @Rs.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge. Khurra 1 x1 x15-1/2 x15-1/2 Total 1 x1 x2 x2 Total 4 = = = = = = 240 Sft. or 1. per %Sft. 1 No. 282/- Net Qty 240 (-) 17 Khuras on roof 2'x2'x6" (600 x Total. 4 Sft. 236 Sft. 1257.including surface finishing anddividing in panels i/c rubbing. consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve. 32 Sft @Rs.1257. Sft Sft @Rs.986/- 30 Distempering 3 coats on new surface. Outer walls 1 = = 420 Sft. 1067/- x1 x43 x 3/4 Total = = 32 Sft. over bottom layer ofcement concrete 1:3:6.2988.60%Cft Rs. for panelling.30/Rft Rs. Sft Sft.254. Floor 1 x1 x10 x10 Appron Toe 1 wall x1 x70 x3 Total 29 Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels. Take Qty item No. 153384/- .28 Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface. 9265/- Take 70% Qty of 310 x 60% Total = = 186 Rft 186 Rft @ 5.60%Sft Rs. Sft.14(Pl aster) Total 31 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. Outer walls 1 1 D/D x2 x2 x1 x1 x11-1/2 x14 x11-1/2 x14 1 1 x3 x6 Total(A) x7 x4 Total(B) Net Total = = = = = = = 322 322 644 21 24 45 599 Sft. Sft. a) Size 1½" x 3/8" (40 x 10 mm) = = = 100 Sft 210 Sft 310 Sft @Rs. 7533/Total Rs. 402/- 32 cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.00%Sft Rs. 420 Sft @Rs.60%Sft Rs. 153000/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .Say Rs. 10/Each Rs.386/- 2 Supply and erection of single core PVC insulated copper conductor cables. plugs.70/Each Rs.vi) (7/0.250/440 volts.S.I.I.10/Rft Rs.S. conduit/G. i) 10 x 10 cm (4"x4") Total ii) 17.5344 5. wire/trenches.I pipe/wooden strip batten/wooden casing and capping/G. switches.130/1 No 1 No @ 93. for recessed wiring.2810/- . sheet box of 16 SWG.75 mm thick (3/16") bakelite sheet top.029") = Total 4 Supply and erection of M. 250/440 volt:.5 x 10 cm (7"x4") Total 1 No 1 No @ 129.25/m Rs. PVC sheathed 2 core. in prelaid pipe/G.0 m @ 27.c) PVC insulated.93/100 Rft 100 Rft @ 28.00/m Rs. including making holes for regulators.5344 9. PVC insulated: 3/0. etc. etc. 10 cm (4") deep.029" 2 1 8. in prelaid PVC pipe/M.0 m @ 77.wire/trenches (rate for cables only):a) i. (rate for cable only):. with 4. 3/4" dia 1 8.DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT Electric Installation Portion 1 Supply and Erection of PVC pipe for wiring on resessed i/c inspection boxes pull boxes hook bends reducer and prepairing surface etc complete.243/- 3 Supply and erection of copper conductor cables for service connection. = 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete = 9 Supply and erection of ceiling rose.21/2 No @ 479. etc. choke.30/Each Rs.361/1 No @ 21.80/Each Rs.5 Supply and erection of tube light.05/Each Rs. bakelite.ii) single rod (40 watts) with one choke and one starter. 5100/Executive Engineer 2 No @ 20. flexible wire. Sub Say 3 No @ 20. starter with frame.960/- Sub Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Executive Engineer Provincial Buildings Division Sargodha ..00/Each Rs. complete. including connection from ceiling rose.62/Rs. = Total. 5106/Rs. = 6 Supply and Erection of button holder backlite large size.40/1 No @ 361. including rod.80/Each Rs. = 9 S/E of switch 5 Amp Piano type. 1 1 1 1 x1 x30 x30 1 1 x30 x35 Total = = 1050 Sft 1050 Sft. 216300/2 P/L Gypsum board false ceiling 2'x2' size sheets using aluminum Tsection hold with wire 1/8" under R.00/Sft Rs. 05=690.10%Sft Rs. @Rs.140.1 Total Say Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .RENNOVATION/IMPROVEMENT OF LIBRARY AT IN SERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8".18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage.690. 8971/Rs.C. 304021/Rs.2 coats after scraping ordinary distempter 1 x2 x(30 +35 Total ) x10 = 1300 Sft 1300 Sft @Rs.75. x35 = 1050 Sft x15-1/2 = 465 Sft x2 x(30 +15-1/2) x 1/3 = 30 Sft Total 1545 Sft @Rs. 304000/- (278. 78750/- 3 Preparing surface and painting with emulsion paint:.00/Sft Rs.15)+194.9+217.C roof using "Rawal" plug etc complete as approved/Directed by the Engineer Incharge. 124. . 6182/- 5 Distemptering 1 coat on old surface. Sft. Ceilings 1 1 1 1 1 1 1 x18 x2 x2 x1 x1 x1 x1 x14-1/4 x27 x36 x14-1/4 x9-1/4 x24-1/4 x76 x18-1/2 x19 x22-1/4 x19 x12-1/4 x17-1/2 x6 Total = = = = = = = = 4745 Sft.65/E Rs.20%Sft Rs. 4737/- 3 Preparing surface and painting to doors and windows any type 3 coats on new surface. iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect. 1750 Sft. Finger plate and kick plate shutter sterling with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping1½"x3/8" (40mm x 10mm) around shutter chromium plated fitting. Sft. Sft.1 AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 Providing and fixing 1½" (40mm) thick solid flush door It C.316.1 Total 4 Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface. Sft. @Rs.15/Sft Rs. Walls 18 x2 x(14-1/4 1 x2 x(27 1 x2 x(36 1 x2 x(14-1/4 1 x1 x(9-1/4 1 x2 x(24-1/4 1 x2 x76 +18-1/2) x11 +19 +19 ) x11 ) x11 +22-1/4) x11 +12-1/4) x11 +17-1/2) x11 +6 ) x11 = = = = = = = 12969 1012 1282 732 237 919 1804 Sft. Sft. 2 times Qty 2 item x875 No. 8062/- 6 Distempering 2 coats on old surface i/c scraping ordinary distemper. 276631/- 2 P/F iron sliding bolts to doors 12" long 1 x38 38 No @Rs. Sft. Sft. Sft. Sft. 1782 Sft. 271 113 424 456 7035 Sft. Sft. W = = 1750 Sft.1019.90%Sft Rs.60/%Sft Rs. 1026 Sft. (Sterling / Oosman Bros / Equivalent ). @Rs. Sft.RENNOVATION/IMPROVEMENT OF HOSTEL NO.346.P. @Rs.114. @Rs.Leaf only D2 D3 D8 1 1 1 x2 x18 x18 x4 x3-1/2 x3 Total x7 x7 x7 = = = = = 56 441 378 875 Sft. Sft. 17836/- 18 x3 x6 Total x5-1/2 = = 1782 Sft. Sft. 0833 0.0417 x 0. WC bath 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 Cft Cft Cft Cft Cft @Rs.0417 x5 x5 x5 x5 = = = = = = = = = 17 15 44 4 31 23 26 13 173 Cft Cft Cft Cft Cft Cft Cft Cft Cft @Rs.517. x3 x4 x24-1/4 x10-3/4 x(3 x(4 x x x x 1/8 1/8 1/8 1/8 x 0.18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage.2845. 1102/- x4-1/2x x5 x Lav x7-1/3x x5-3/8x Total.942/- .0833 0. = 1288 8 Dismantling C conc plain (1:2:4) 1 x2 x36 Sft.0417 x 0. Din 1 x1 x22 x35 = 770 1 x1 x22 x9-1/3 = 205 1 x1 x19 x14 = 266 1 x1 x7 x6-3/4 = 47 Total.0417 x 0.0833 = = = = = 11 10 30 3 54 Cft Cft Cft Cft Cft @Rs.0833 0. Sft.13021/- 10 No @ 936.60%Sft Rs.9360/3 No @ 314. 6916/- = 12 P/F plastic made low level flushing cistern 3 Gal capacity complete.45%Cft Rs.90%Cft Rs.00/Sft Rs.12806.140.00/Each Rs.00/Each Rs. 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. = 213 10 C cocn plain (1:2:4) i/c placing mixing finishing curing etc complete.153.65%Cft Rs. = 13 P/F shower rose 1/2"x4" = 10 No @ 1302.4" dia WC bath 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 0.x2-1/2 = 180 Total = 19135 7 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8". 4923/- 9 Dismantling mud conc dismantling floor Lav x4-1/2 x 1/3 = 45 x5 x 1/3 = 40 Lav x7-1/3 x 1/3 = 117 x5-3/8 x 1/3 = 11 Total. 29391/- Sft Sft Sft Sft Sft @Rs. 180320/- dismantling floor Lav 2 x5 bath 2 x3 Lav 2 x1 2 x1 dado 10 x2 6 x2 2 x2 2 x2 WC x4-1/2 x5 x7-1/3 x5-3/8 +4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total.10/Each Rs. @Rs. S.1210/- 26 No @ 428. i) two way = 19 Providing and fixing chromium plated tee stop cock 15mm (½"). etc.14 P/F C. laying. including concrete chamber all round.18559/- 2 No @ 604. and 2 cm (¾") dia. and 5 mm thick. swan neck cock 15 mm (½" dia.2598/- . and C.60/Each Rs.2762/- 8 No @ 322.30/Each Rs.75/Each Rs. = 24 Providing. = 22 Providing and fixing glass shelf 60x13 cm (24"x5").80/Each Rs.1805/- 3 No @ 500.1049/- = 16 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.90/Each Rs. chromium plated or brass oxidised. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. jointing.P stop cock 1/2" dia = 15 P/F C.11128/- 2 No @ 334.80/Each Rs. i) Coloured. floor trap of cast iron.C.00/Each Rs.P bib cock 1/2" dia 6 No @ 174.V. = 17 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set.2577/- 8 No @ 324.669/- 8 No @ 345.S. with pedestal 18 Providing and fitting. waste pipe and waste coupling. with 5mm thick glass:.80/Each Rs.I. first quality. cutting.25/Each Rs. with `D' Class working pressure complete in all respects:- 6 No @ 300. grating:i) 10x5 cm (4"x3") = 21 Providing and fixing looking glass 55x40 cm (22"x16") size.i) with chromium = 23 Providing and fitting:-i) chromium plated towel rail60 cm (24") long.1502/- = 8 No @ 2319. pipes of B.15/Each Rs. = 20 Providing and fixing. 1200/- = = = 100 Rft @ 57.I.9575/Rs. laying.1/2" dia.00/Rft 150 Rft @ 8.6" dia. pipeline in trenches.00%Sft Rs.S. cutting pipes where necessary.11467/- = 25 No @ 315. etc. jointing.C. 15756/- dado 10 6 2 2 x2 x2 x2 x2 +4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total.70/E Rs. ii./M.00/Rft 150 Rft @ 8. 9" = = = 25 No @ 957. ii) Medium Quality i.80%Sft Rs. moulded with cement Chapter . ii. laid in white cement and pigment on a bed of ¾" (20 mm) thick cement mortar 1:2 x4-1/2 x 1/3 = 45 bath x5 x 1/3 = 40 Lav x7-1/3 x 1/3 = 117 x5-3/8 x 1/3 = 11 Total = 213 31 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement. finishing and testing.960/Rs. 29 Providing and laying R. with specials and valves.10/E Rs. flexible/PVC pipes or conduit wiring. conduit/G.15/Rft 30 Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick. ii. class "D" working pressure.V. bends. iii.I. conforming to B.S.7397. 1387-1967 complete in all respects.I.3/4" dia.1/2" dia.90/Rft 130 Rft @ 73. testing and disinfecting G. 26 Providing and installing P.7999.iii.3/4" dia. tees. 25 Providing and installing P. sand mortar 3/4"(20mm) thick.C.7893/- = 27 Dismantling G. etc. using G. 5911:Part I: 1981.S. lowering in trenches to correctalignment and grade.I.1" dia.S.14196/- = 50 Rft @ 100.S.20/Rft Rs. ii.62216/Rs.5008/- 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 Cft Cft Cft Cft Sft @Rs. 179596/- .23928/- 120 Rft @ 8.20/Rft 24 Rft @ 477. class "D" working pressure.C. including cost of reinforcement. with spigot socket or collar joint.S.80/Rft Rs. Class "L" including carriage of pipe fromfactory to site of work. of B.00/Rft Rs. jointing. including finishing.8 concrete 1:1½:3. of B.pipes of B.1" dia. etc. cutting.C.4" dia. complete. WC Rs.65/Rft 130 Rft @ 109. 28 Providing.S.1200/Rs. pipe. = = 280 Rft @ 222.5790/Rs.. x(3 x(4 x5 x5 x5 x5 = = = = = 750 540 632 323 2245 Sft Sft Sft Sft Sft @Rs. with socket joints. of all sizes including making good damaged surface (building portion):i.S.V. 865. laying. holdfast. application of primer complete in all respect: new surface 2 coats x24 x24 x24 Side x24 x24 x24 x24 x24 Back x24 x24 x24 x24 Din x13 x13 x13 Total 33 R/O First class deodar wood wrought joinery in doors and windows. jointing.1097. 1197476/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . or panelled or glazed. 1 x1 x10 = = 85 Sft 85 Sft @Rs. with `D' Class working pressure complete in all respects:. clamps.I. cleats/G. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.32 Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface. 73563/- = = = = 150 26 221 397 Rft Rft Rft Rft @Rs. chocks.45/Sft Rs.C. 88213/- Total Rs. cutting.222. handles and chord with hooks.4" dia 1 x5 x30 1 x2 x13 1 x17 x13 Total.hinges. fixed in position. including chowkat.V.2" thick.S. rubber stop. complete (excluding sliding bolt or lock):. pipes of B. Front 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x1 x11 x13-1/2 x73 x23 x10 x7-1/4 x6-1/2 x9-3/4 x28 x8 x59 x19 x49 x50-3/4 x13 = = = = = = = = = = = = = = = = 264 324 1752 552 240 174 156 234 672 192 1416 456 1274 660 169 8535 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs. panelled.05%Sft Rs. tower bolts. 93633/- x8-1/2 Total 34 Providing.20/Rft Rs. or fully glazed. etc. etc.S. (Sterling / Oosman Bros / Equivalent ). Walls 18 x2 x(14-1/4 1 x2 x(27 1 x2 x(36 1 x2 x(14-1/4 1 x1 x(9-1/4 +18-1/2) x11 +19 +19 ) x11 ) x11 +22-1/4) x11 +12-1/4) x11 = = = = = 12969 1012 1282 732 237 Sft. @Rs. @Rs.Leaf only D2 D3 D8 1 1 1 x2 x18 x18 x4 x3-1/2 x3 Total x7 x7 x7 = = = = = 56 441 378 875 Sft. Sft.P. 6182/- 5 Distemptering 1 coat on old surface. Sft. W x38 38 No @Rs. Sft. 1750 Sft. Sft.90%Sft Rs. 4737/- = = 1750 Sft.114. @Rs.316.15/Sft Rs. 8062/- 6 Distempering 2 coats on old surface i/c scraping ordinary distemper.1 Total 4 Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface.RENNOVATION/IMPROVEMENT OF HOSTEL NO. 1026 Sft. 17836/- 18 x3 x6 Total x5-1/2 = = 1782 Sft.124. 271 113 424 456 7035 Sft. 2 times Qty 2 item x875 No. Sft.20%Sft Rs. Sft. Sft. . 276631/- 2 P/F iron sliding bolts to doors 12" long 1 3 Preparing surface and painting to doors and windows any type 3 coats on new surface.1019. Sft.2 AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 Providing and fixing 1½" (40mm) thick solid flush door It C. 1782 Sft. iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect. Finger plate and kick plate shutter sterling with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping1½"x3/8" (40mm x 10mm) around shutter chromium plated fitting.60/%Sft Rs.346. Sft. Sft. Sft.65/E Rs. Ceilings 1 1 1 1 1 1 1 x18 x2 x2 x1 x1 x1 x1 x14-1/4 x27 x36 x14-1/4 x9-1/4 x24-1/4 x76 x18-1/2 x19 x22-1/4 x19 x12-1/4 x17-1/2 x6 Total = = = = = = = = 4745 Sft. @Rs. 0417 x5 x5 x5 x5 = = = = = = = = = 17 15 44 4 31 23 26 13 173 Cft Cft Cft Cft Cft Cft Cft Cft Cft @Rs.0833 0. 10 No @ 1302. 1 1 1 x2 x2 x2 x(24-1/4 +17-1/2) x11 Sft.13021/- . WC 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 45 40 117 11 213 Cft Cft Cft Cft Cft @Rs.0417 x 0.90%Cft Rs. = 10 C cocn plain (1:2:4) i/c placing mixing finishing curing etc complete. 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.45%Cft Rs.517.0417 x 0.12806. 180320/- dismantling floor Lav WC bath Lav dado 2 2 2 2 10 6 2 2 x5 x3 x1 x1 x2 x2 x2 x2 x4-1/2 x5 x7-1/3 x5-3/8 +4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total. x3 x4 x24-1/4 x10-3/4 x(3 x(4 x x x x 1/8 1/8 1/8 1/8 x 0.18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage. 6916/- = 12 P/F plastic made low level flushing cistern 3 Gal capacity complete.60%Sft Rs.153.140.0833 0. 29391/- x76 x36 +6 x35 x9-1/3 x14 x6-3/4 Total. Sft.0833 0. Sft.0417 x 0.65%Cft Rs.= 919 ) x11 = 1804 x2-1/2 = 180 Total = 19135 7 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8".10/Each Rs. 1102/- x4-1/2x bath x5 x Lav x7-1/3x x5-3/8x Total. 4923/- 9 Dismantling mud conc dismantling floor Lav x4-1/2 x 1/3 = bath x5 x 1/3 = Lav x7-1/3 x 1/3 = x5-3/8 x 1/3 = Total. 8 Dismantling C conc plain (1:2:4) Din 1 1 1 1 x1 x1 x1 x1 x22 x22 x19 x7 = = = = = 770 205 266 47 1288 Sft Sft Sft Sft Sft @Rs. Sft. @Rs.4" dia WC 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 0.2845.00/Sft Rs.0833 = = = = = 11 10 30 3 54 Cft Cft Cft Cft Cft @Rs. with 5mm thick glass:.60/Each Rs. swan neck cock 15 mm (½" dia. i) Coloured.13021/3 No @ 314.1049/- = 16 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.00/Each Rs. including concrete chamber all round.P bib cock 1/2" dia 6 No @ 174.P stop cock 1/2" dia 10 No @ 1302.i) with chromium = 23 Providing and fitting:-i) chromium plated towel rail60 cm (24") long.25/Each Rs.00/Each Rs.80/Each Rs. floor trap of cast iron. grating:i) 10x5 cm (4"x3") = 21 Providing and fixing looking glass 55x40 cm (22"x16") size.75/Each Rs. and 2 cm (¾") dia.1805/- 3 No @ 500. with pedestal 18 Providing and fitting. chromium plated or brass oxidised. = 20 Providing and fixing.30/Each Rs. and C. first quality.= 13 P/F shower rose 1/2"x4" = 14 P/F C.1502/- = 8 No @ 2319.1210/- 26 No @ 428.80/Each Rs.10/Each Rs. = 6 No @ 300.2577/- 8 No @ 324.669/- 8 No @ 345.2762/- 8 No @ 322. waste pipe and waste coupling.11128/- 2 No @ 334.18559/- 2 No @ 604. = 22 Providing and fixing glass shelf 60x13 cm (24"x5"). etc. i) two way = 19 Providing and fixing chromium plated tee stop cock 15mm (½").15/Each Rs.80/Each Rs. and 5 mm thick.942/- = 15 P/F C.I. = 17 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set.2598/- .90/Each Rs. 3/4" dia.14196/- = 50 Rft @ 100.I.1/2" dia. etc.C.8 concrete 1:1½:3. lowering in trenches to correctalignment and grade.24 Providing.C.S.00/Rft 150 Rft @ 8.80/Rft Rs.23928/- 120 Rft @ 8. of B. laid in white cement and pigment on a bed of ¾" (20 mm) thick cement mortar 1:2 WC bath Lav Rs.S.S.7893/- = 27 Dismantling G.65/Rft 130 Rft @ 109. tees. 9" dia = = = 25 No @ 957.pipes of B.20/Rft Rs. jointing.I.V. pipes of B. Class "L" including carriage of pipe fromfactory to site of work. pipe. class "D" working pressure.00%Sft Rs.3/4" dia.V. = = 280 Rft @ 222.70/E Rs.S. 1387-1967 complete in all respects. including cost of reinforcement.7397.C.S.S..V. complete.S. ii.I. 28 Providing. with socket joints. flexible/PVC pipes or conduit wiring.1200/Rs. laying. pipeline in trenches. cutting pipes where necessary. jointing. with specials and valves. testing and disinfecting G. etc.1" dia. cutting. ii. 26 Providing and installing P. iii.00/Rft 150 Rft @ 8.C. ii. conduit/G./M. ii) Medium Quality i.5790/Rs. 29 Providing and laying R. using G.9575/Rs. 5911:Part I: 1981.5008/- 2 2 2 2 x5 x3 x1 x1 x3 x4 x24-1/4 x10-3/4 x4-1/2 x5 x7-1/3 x5-3/8 Total x x x x 1/3 1/3 1/3 1/3 = = = = = 45 40 117 11 213 Cft Cft Cft Cft Sft @Rs.20/Rft 24 Rft @ 477. class "D" working pressure.6" dia. jointing. laying.S.10/E Rs. etc.S. 15756/- .4" dia.I. finishing and testing.1/2" dia. ii. of B.90/Rft 130 Rft @ 73. with spigot socket or collar joint. with `D' Class working pressure complete in all respects:iii.11467/- = 25 No @ 315.1" dia. bends. conforming to B.C.S.62216/Rs.1200/- = = = 100 Rft @ 57. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.00/Rft Rs. of all sizes including making good damaged surface (building portion):i. cutting. moulded with cement Chapter . 25 Providing and installing P.960/Rs.15/Rft 30 Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. clamps. with `D' Class working pressure complete in all respects:. Front Sft Sft Sft Sft Sft @Rs. tower bolts. 93633/- x8-1/2 Total 34 Providing.2" thick. 73563/- = = = = 150 26 221 397 Rft Rft Rft Rft @Rs.20/Rft Rs. holdfast.45/Sft Rs. sand mortar 3/4"(20mm) thick. etc.S. handles and chord with hooks. or fully glazed. laying. application of primer complete in all respect: new surface 2 coats dado 10 6 2 2 x2 x2 x2 x2 x(3 x(4 x24 x24 x24 Side x24 x24 x24 x24 x24 Back x24 x24 x24 x24 Din x13 x13 x13 Total 33 R/O First class deodar wood wrought joinery in doors and windows.31 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement.hinges.222.4" dia 1 x5 x30 1 x2 x13 1 x17 x13 Total. +4-1/2) x5 = 750 +5 ) x5 = 540 x(24-1/4 +7-1/3) x5 = 632 x(10-3/4 +5-3/8) x5 = 323 Total.05%Sft Rs. rubber stop. or panelled or glazed. pipes of B.1097. complete (excluding sliding bolt or lock):.V. fixed in position.C.7999. 179596/- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x1 x11 x13-1/2 x73 x23 x10 x7-1/4 x6-1/2 x9-3/4 x28 x8 x59 x19 x49 x50-3/4 x13 = = = = = = = = = = = = = = = = 264 324 1752 552 240 174 156 234 672 192 1416 456 1274 660 169 8535 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs. cutting. = 2245 32 Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface. 88213/- Total Rs. etc. 1 x1 x10 = = 85 Sft 85 Sft @Rs. cleats/G.865.S. chocks. 1201137/- . including chowkat. including finishing.80%Sft Rs.I. jointing. panelled. Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 16876/- .glazed or gauzed doors and windows etc. 7025/4 Preparing surface and painting to doors and windows any type 3 coats on new surface.1 2 x322 Total = = 644 Sft. w/o mild steel chowkat (frame).F rooms 1 x16 1 x2 = 1114 Sft.2 2 times Qty item No.50/Sft Rs. x3 x4 x 1/8 x 1/8 x 1/8 x 1/8 x 1/8 0.083 0. any type (including edges):3 coats on new surface. 193558/2 R/OProviding and fixing 1½" (40 mm) thick deodar wood panelled or panelled and glazed. complete:b) deodar wood framing 1½" (40 mm) thick.2845.60/%Sft Rs. fan light. complete in all respect (excluding sliding bolt or lock) G.I. 119945/3 Preparing surface and painting sashes. wire gauze.iron fittings etc.083 = = = = = = = = = = = 17 15 53 30 62 87 63 49 125 92 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 593 Cft @Rs. doors and windows. G.RENNOVATION/IMPROVEMENT OF HOSTEL NO.6 (Shaheen Hall) AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 R/O First class deodar wood wrought joinery work in wire gauze doors and windows. 12x12 meshes per square inches (5x5 per cm 2) including of chowkat. 644 Sft. with 22 SWG G.F+F. @Rs.90%Cft Rs. 2 x557 2 times Qty item No.20%Sft Rs.083 0.50/Sft Rs.F+F.1019.372.347. etc. 6564/- 5 Dismantling C conc plain (1:2:4) dismantling floor Lav Lav Lav 10 6 1 12 3 10 6 1 12 3 x1 x1 x1 x1 x1 x2 x2 x2 x2 x2 x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x(3 +4-1/2) x7 x(4 +5 ) x7 x(24-1/4 +17-1/2) x7 x(4 +5 ) x7 x(15-1/2 +10-3/4) x7 Total.083 0. @Rs.630. with wire gauze fixed in position:ii) with springs or spring hinges x3-3/4 x6-3/4 = 557 Sft Total = 557 Sft @Rs.F rooms 2 x11 x2-1/2 x7 = 280 Sft x3 x7 = 42 Sft Total = 322 Sft @Rs.083 0. Total = 1114 Sft. 2324.7397.90%Cft Rs.083 0.517. Sft.083 0. i/c placing mixing finishing curing etc x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x3 x4 0. complete in all respects. Lav 10 x1 6 x1 1 x1 12 x1 3 x1 Total. watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand.65%Cft Rs.7813/- .10/Each Rs.083 0.7999. 14984/9 Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick. Lav = = = = = = 34 30 106 60 125 Cft Cft Cft Cft Cft 355 Cft @Rs. for floor foundation.00%Sft Rs. 7 Providing.4" dia x(24-1/4 +17-1/2) 10 6 1 12 3 x2 x2 x2 x2 x2 x(3 x(4 +4-1/2) x7 +5 ) x7 = = = = = = 1050 756 585 1512 1103 5006 Sft. Lav 10 6 1 12 3 x1 x1 x1 x1 x1 x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x3 x4 Total 1419 Sft @Rs. 8253/- 11 10 35 20 41 Cft Cft Cft Cft Cft Total. 117 Cft @Rs. Sft. including finishing. laid in white cement and pigment on a bed of ¾"(20 mm) thick cement mortar 1:2. 400470/- = 6 No @ 1302. Sft.45%Cft Rs. @Rs. Lav = = = = = = 135 120 424 240 500 Sft Sft Sft Sft Sft x7 x(4 +5 ) x7 x(15-1/2 +10-3/4) x7 Total 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. 1837/- 10 6 1 12 3 x1 x1 x1 x1 x1 x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x3 x4 x x x x x 1/4 1/4 1/4 1/4 1/4 8 C cocn plain (1:2:4) complete.12806. Sft.083 0. 104963/10 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement.80%Sft Rs. laying. sand mortar 3/4"(20mm) thick.083 = = = = = = = = = = = = 34 30 106 60 125 Cft Cft Cft Cft Cft 355 Cft @Rs.6 Dismantling mud conc dismantling floor Lav Lav 10 6 1 12 3 x1 x1 x1 x1 x1 x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x3 x4 x x x x x 1/4 1/4 1/4 1/4 1/4 Total. Sft. 12 P/F plastic made low level flushing cistern 3 Gal capacity complete. including concrete chamber all round.00/Each Rs. with pedestal 17 Providing and fitting.669/- 8 No @ 345.P bib cock 1/2" dia 6 No @ 174. = 16 Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set. waste pipe and waste coupling. etc. and C.2598/- .P stop cock 1/2" dia 3 No @ 314. = 21 Providing and fixing glass shelf 60x13 cm (24"x5"). i) Coloured.25/Each Rs. and 5 mm thick. = 13 P/F shower rose 1/2"x4" = 14 P/F C.15/Each Rs. swan neck cock 15 mm (½" dia.80/Each Rs.60/Each Rs. first quality.30/Each Rs.942/6 No @ 936. grating:i) 10x5 cm (4"x3") = 20 Providing and fixing looking glass 55x40 cm (22"x16") size.80/Each Rs.00/Each Rs.90/Each Rs.75/Each Rs.2577/- 8 No @ 324.i) with chromium = 22 Providing and fitting:-i) chromium plated towel rail60 cm (24") long. i) two way = 18 Providing and fixing chromium plated tee stop cock 15mm (½").18559/- 2 No @ 604. with 5mm thick glass:.11128/- 2 No @ 334.I.5616/- = 11 P/F C.2762/- 8 No @ 322.00/Each Rs.1805/- 3 No @ 500.1210/- 26 No @ 428.1502/- = 8 No @ 2319.1049/- = 15 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete. floor trap of cast iron. and 2 cm (¾") dia. chromium plated or brass oxidised. = 19 Providing and fixing.80/Each Rs. = 6 No @ 300. V.17370/Rs.00/Rft Rs. pipeline in trenches. ii.65/E Rs.S.14196/- x2 x2 x2 x2 x2 x2 x(18-1/2 +16-3/4) x(118-1/4 +7-3/4) +7-3/4) +25 +32 ) ) x(61-1/2 +7-3/4) x(55 x(11 x(46 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x30 x13 Total 31 P/F iron sliding bolsts 12" Total. of B. jointing.12628/- = 40 No @ 957.S. 30 Distempering 2 coats on old surface i/c scraping ordinary distemper.1200/- = = = 300 Rft @ 57.3/4" dia. with socket joints. of B.S.V.65/Rft 130 Rft @ 109. using G.71670/- 1323 Rft @ 222.293971/Rs. cutting.10/E Rs. tees.960/Rs. Lav RWP 1 1 1 x4 x11 x6 x20 x35 x13 x13 x150 = Total iii.I.C.90/Rft 250 Rft @ 73.00/Rft 150 Rft @ 8. @Rs. ii.292.S.C. testing and disinfecting G. ii) Medium i.153.20/Rft 150 Rft @ 477.S.80/Rft = 40 No @ 315.3/4" dia.S.6" dia. class "D" working pressure.38284/- = = = 120 Rft @ 8.I.S. pipes of B. cutting.V. = = = = = = = = 16286 5292 2909 2636 2160 2028 = 29283 Sft. 22 2 2 2 Stair hall 1 1 walls = = = = = 600 385 78 260 Rft Rft Rft Rft Rs.S.pipes of B.18413/Rs. testing and disinfecting pipe line in trenches with P.60%Sft Rs. jointing.1200/Rs.00/Rft 150 Rft @ 8. 44979/- 58 No 58 No @Rs. laying. etc. Sft.23 Providing. ii. 26 Dismantling G.70/E Rs.1/2" dia.S. Sft. bends. Sft. ii. 16974/- . 27 Providing. class "D" working pressure. Sft. Sft. 24 Providing and installing P.I.1" dia.4" dia./M.C. of all sizes including making good damaged surface (building portion):i.20/Rft Rs. laying.1/2" dia. flexible/PVC pipes or conduit wiring. 1387-1967 complete in all respects. conduit/G. 25 Providing and installing P.1" dia. with specials and valves. with `D' Class working pressure complete in all respects:iii. Sft.I. clamps.45/Sft Rs. fixed in position.646.F Parap and under the slab 1 1 1 1 1 x1 x1 x1 x1 x1 x28-3/4 x 3/4 x11 x8-1/4 x8-1/4 x8-1/4 x8-1/4 = = = = = = 237 Cft 495 45 388 124 1289 Cft Cft Cft Cft Cft @Rs.55%Cft Rs.90%Sft Rs. including chowkat.I.865. panelled. complete (excluding sliding bolt or lock):. hinges. phaorah or shovel roof 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x34 x80 x41-1/3 x 3/7 x9 x63 x17 x28 x54 x x18 x x27 x x13 x x61 x x7-1/3 x Total x33 3/7 3/7 3/7 3/7 3/7 3/7 = = = = = = = = 586 1100 68 709 92 712 165 3432 Cft Cft Cft Cft Cft Cft Cft Cft @Rs.80%0Cft Rs. rubber stop. roof 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x34 x80 x41-1/3 x33 x18 x27 x13 x61 x9 x63 x17 x28 x54 x105 x7-1/3 x23 Total = 1405 = 2640 = 162 = 1701 = 221 = 1708 = 396 = 2415 = 10648 Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.2" thick.219. hall F. etc.32 R/O First class deodar wood wrought joinery in doors and windows. tower bolts. or panelled or glazed. cleaning and straightening the roofsame. Lead upto a single throw of kassi. separating reinforcement from concrete. etc. 1 x1 x80-3/4 x8 x 3/7 = 269 Cft . or fully glazed. 2220/- 36 Dismantling cement concrete reinforced. 135876/- x6 x3 33 Dismantling brick work in lime or cement mortar.1099. 23415/- 35 Rehandling of earthwork. Training Hall Shaheen Hall 1 1 1 x1 x1 x1 x10 x8 x8-1/2 x8-1/2 Total = = = = 80 Sft 51 Sft 26 Sft 157 Sft @Rs. cleats/G. chocks. 14173/- x 3/4 x7-1/4 x 3/4 x62-3/4 x 3/4 x20 x 3/4 Total x80 34 Dismantling brick or flagged flooring without concrete foundation. handles and chord with hooks. holdfast. girders and other structural members laid in situ or precast laid in position.C. beams.6 2 2 4 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x5 x81 x155 x17-3/4 x41-3/4 x20 x11-1/4 x15-1/2 x17-3/4 x7 x7 x15-3/4 x32-1/2 x11-1/4 x10-1/4 x15-1/2 x15-3/4 Total = = = = = = = = = 1134 2170 1118 1357 225 115 240 1398 7757 Sft. 1968 Host No.C.F F. 179555/- 41 Pacca brick work c/s (1:6) mortar F. 113649/- . Sft.4656.95%Cft Rs. Sft. Sft.1257.S reinforcement i/c cutting bending binding lying in position D bars.2314.8973.roof slabs only.C roof slab.95/Cft Rs. Sft. 541165/40 Cement plaster 3/8" (10 mm) thick under soffit of R.) = = = 549 Cft 1006 Cft 1824 Cft @Rs. 84943/- = 91 x1-1/8 9 x63-1/2 x1-1/8 = 71 x20-3/4 x1-1/8 23 x105 x1-1/8 = 118 x23 x1-1/8 26 Total = 338 38 Reinforced cement concrete in roof slab.05/%Kg Rs.75%Sft Rs. or prestressed members cast in situ. 397438/39 Fabrication of M.9882. Sft.60%Sft Rs.F Parap and under the slab hall 1 1 1 1 1 x1 x1 x1 x1 x1 x 3/4 x7-1/4 x 3/4 x62-3/4 x 3/4 x20 x 3/4 x32-3/4 x1-1/2 Total x80 x8-1/4 x8-1/4 x8-1/4 x8-1/4 x2 = = = = = = 495 45 388 124 98 1150 Cft Cft Cft Cft Cft Cft @Rs.C.(1:2:4) 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x80-3/4 x1-1/8 x8 Sft Sft Sft Sft Sft Sft Sft @Rs. Sft. 1:2 ratio. 4251/- x 3/7 = 269 Cft x63-1/2 x20-3/4 x 3/7 = 549 Cft x105 x23 x 3/7 = 1006 Cft hall beam x35 x1-1/2 x2-3/4 = 144 Cft Total = 1968 Cft @Rs.+ 1/2" thick c/s (1:3) plaster complete. columns lintels. @Rs. complete in all respects:.1 1 x1 x1 x63-1/2 x20-3/4 x 3/7 x105 x23 x 3/7 Total 37 1/2" c/s (1:3) plaster and polythene sheet 500 gauge (under bearing of R. Sft.201.55%Cft Rs. Sft. slab 1 1 1 1 x1 x1 x1 x1 x80-3/4 x8 x6-3/4 x 4/9 = 6031 Kg Total = 6031 Kg @Rs. 42 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating sand blinded i/c polythene sheet 500 gauge. 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x34 x80 x41-1/3 x33 x18 x27 x13 x61 x9 x63 x17 x28 x54 x105 x7-1/3 x23 Total 43 Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: new surface 2 coats 1 1 1 side 1 1 1 1 1 1 1 side 1 1 1 1 F.F ver 1 Front x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x34-3/4 x30 x28 x113 = 1405 = 2640 = 162 = 1701 = 221 = 1708 = 396 = 2415 = 10648 Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.3983.80%Sft Rs. 424195/- x30 x25 x25 x25 x25 x25 x25 x13 x15 x13 x105 x130-1/4 x25 x49 x51-1/4 x25 x37-1/4 x25 x15 x63 x25 x17-1/4 x28-1/2 x17-1/4 x81-1/2 x17-1/4 Total = 1043 = 840 = 2825 = 325 = 375 = 325 = 3256 = 2625 = 1225 = 1281 = 931 = 375 = 1087 = 492 = 1406 = 18411 Total(A) Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.1097.05%Sft Rs. 201978/Rs. 3587408/- D/D cost of old material Brick work serviceable bricks 60% Take Qty item No.13 1289 x13-1/2 x 3/5 Total Brick bats 40% = = 10441 No. 10441 No @Rs.1200.00%0Nos Rs. 12529/- Take Qty item No.13 1289 x 2/5 Total = = 516 Cft 516 Cft @Rs.500.00%Cft Rs. 2580/- Floor Tiles Service able tiles 60% Take Qty item No.14 10648 x3-5/9 x 3/5 Total bats 40% Take Qty item No.14 10648 x 2/5 Total Rusted steel bars Take Qty item No.16 Take 1.5 lbs/Cft 1824 x1-1/2 x 4/9 Total Termite Killed doors Total = = 22680 No 22680 No @Rs.1600.00%0Nos Rs. 36288/- = = 4259 Cft 4259 Cft @Rs.500.00%Cft Rs. 21295/- = = 1242 Kg 1242 Kg @Rs.2600.00%Kg Rs. 32292/- = = 40 No 40 No @Rs.600.00/No Rs. 24000/Total(B) Rs. 128984/Rs. 3458424/- Net Total (A-B) Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha RENNOVATION/IMPROVEMENT OF MAIN OFFICE BUILDING AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8",18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage. 168 974 x48 x8 384 x11 x15 165 x11 x15 330 x7 x15 105 Est x23 x22 1012 x15 x18 270 x22-1/2 x22-3/4 512 x14 x16-1/4 455 Total = 4375 20 Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: new surface 2 coats Lobby x121-3/4 x8 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x2 x1 x2 x1 x1 x2 x21 x8 = = = = = = = = = = Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.140.00/Sft Rs. 612500/- Front side side 1 1 1 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x23 x23 x122 x13 x13 x13 x13 x13 x13 x13 x13 x13 x13 x13 x13 x28 x23 x62 x83 x61 x12 x79 x32 x94 Total = = = = = = = = = = = = = 299 299 1586 364 299 806 1079 793 156 1027 416 1222 8346 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.1097.05%Sft Rs. 91560/Rs. 704060/- Total Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha B/wall 1 1 x1 x16 x100 x6 x1-1/8 x6 = = 600 Sft 108 Sft . 6745/- 4 Pacca brick work with cement sand mortar other than buildings up to 10' ht. @Rs. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. including dagbelling. 1st step below x100 x100 1 1 1 1 x1 x1 x1 x16 x 1/4 x3 x6 x6 = = = = = 38 338 450 41 867 Cft.5395. 1048/- 3 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. on walls. Cft. including bitumen coating :-(a) with two coats of bitumen: i) 1-1/2" thick. sand and shingle).P.C 1 1 1 1 x1 x20 x1 x1 x100 x 3/4 x1-1/8 x 3/8 x1-1/8 x1-1/2 Total x6 x6 x2 x 1/4 = = = = 450 Cft 51 Cft 225 Cft 38 Cft 764 Cft @Rs. 79997/- 1 x1 x100 x1-1/8 Total. dressing. = = 113 Sft. 113 Sft.2795.50%Cft Rs. 3460/- 6 Cement pointing struck joints.5 m) b) in ordinary soil 1 1 x100 x2-1/2 Total x1-1/2 = 375 Cft 375 Cft @Rs.00 m) hiehgt ratio 1:2 i/c Extra cost of labour and material for red oxide pigment in cement pointing to match with the colour of bricks.3061. (1.95%Cft Rs. i.75%oCft Rs.9226.90%Sft Rs.90%Cft Rs.1099.RECONSTRUCTION OF BOUNDARY WALL AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 Dismantling brick work in cement/lime mortar. bridges and other structures. Cft. Cft. 5 Providing and laying damp proof course of cement concrete 1:2: 4(using cement.i) Ratio 1:6 x1-1/2 x1-1/8 x100 x 3/4 x1-1/8 x 3/8 Total. @Rs. 8400/- x100 x100 = 2 Excavation in foundation of building. Cft. refilling around structure with excavated earth. B/wall Below D. upto 20' (6.1:6:18 Ratio 1 1 x100 x2-1/2 Total x 1/2 = 125 Cft 125 Cft @Rs. Below 16 1 x2 x2 x 3/8 x100 x6 x2 Total = 72 Sft = 400 Sft = 1180 Sft. 6688/Total(A) Rs. 1 x1 x100 x6-3/4 Total = = 675 Sft 675 Sft @Rs. 15092/- 7 1/2" thick c/s (1:4) plaster on walls up to 20' ht. 121430/- .00%Sft Rs.990.80%Sft Rs. @Rs.1279. 103746/- = Rate for One Feet Rs.D/D Cost of Old material a) 60% Serviceable Bricks 754 x13-1/2 0.00%Cft Rs.00%0Nos Rs. 2416/Total(B) Net Total(A-B) Rs.6 Total b) 40% brick ballast 754 x 2/5 Total = = = 6107 No 6107 No @Rs. 17684/Rs. 4853160/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 1037/- Total Length= Total Cost 4680 Rft 4680 x1037 Rs.800. 103746//100 Rs.2500. 15268/302 Cft 302 Cft @Rs. 4 2 Rs. 238510/- = 5 No Total = 5 No @Rs. per %Sft. 1 x1 x50 x35 Total = = 729 Cft 729 Cft @Rs.S.124.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge. 623/- x140 Total. angle iron 1½"x1½"x¼".8973. 147222/- x 4/9 Total. or 1. 6 Preparing surface and painting to doors and windows 3 coats on new surface. 230 Total 3 Removing of door with chowkat. = = 2234 Kg 2234 Kg @Rs.05%Kg Rs. 729 x6-3/4 x35 Total x 3/7 = = 729 Cft 729 Cft @Rs. 200458/- 10 3/8" thick c/s (1:3) plaster under soffit of R.C (1:2:4) in roof slab columns lintel girders etc complete.C roof slab+ cement sand plaster (1:3) . provided with 34 lbs. 33949/- 8 P/L R.00/Rft Rs. 1 x1 x50 9 Fabrication of M.95%Cft Rs.20%Sft Rs.1019. Take 2 times Qty item No. @Rs.65/E 5 R/O of iron sliding bolts 12" long. 650/- = = = 140 Sft 140 Sft @Rs.00/E 4 R/O 1½" (40 mm) thick deodar wood panelled or panelled and glazed. grouted with cement sand 1:3 on top of RCC roof slab.4656.3983.S.130.10/Sft Rs. complete in all respect (excluding sliding bolt or lock) with: M.1037.(B) = = x 3/7 280 Sft. 280 Sft. etc.80%Sft Rs.72 Kg/Sq. doors and windows.REPAIR AND RENOVATION OF WORKSHOP/STORES AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa. with mild steel chowkat (frame).C. = = 230 Rft 230 Rft @Rs.S reinforcement i/c cutting bending binding lying in position Deformed bars.C. Gar/Store roof 1 Store 1 1 1 1 x1 x1 x1 x28 x45 x30 x50 x16 x35 x13 x35 Total = = = = 448 1575 390 1750 4163 Sft Sft Sft Sft Sft @Rs. 165846/- 2 Reconstruction of boundary wall. 68334/5 No 5 No @Rs.95/Cft Rs.488. 2854/- 7 Dismantling C Conc reinforced. flat 2"x¼" (50 mm x 6 mm) 1 5 x4 x7 Total = Rs. Total. welded (40 mmx 40 mmx 6mm) with M.201. 1 x1 x50 x35 Total = = 1750 Sft 1750 Sft @Rs. 878574/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .1150.15%Sft Rs. 20128/Total Rs. 00/E Rs.REPLACEMENT OF EXTERNAL SEWERAGE SYSTEM AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 R/O R.C.318. a) 9" Dia hostels 1 Main line to office 1 x3 x2 x214 = = = 642 Rft 400 Rft 1042 Rft @Rs. 252372/- x200 Total b) 12" Dia Host Back 1 x2 x880 Total 2 Reconstruction of Man Holes (Analysis Attached) = 1760 Rft 1760 Rft @Rs.65/%0Cft Rs. 1426605/- Total Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .including cost of reinforcement. cutting pipes where necessary.1(a) Take Qty Item No.S. and removing surface water.1(b) 1042 1760 Total x2 x2 x3 x2-1/2 = = = 6252 Cft 8800 Cft 15052 Cft @Rs. 576745/3 Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering. with spigot socket or collar joint. finishing and testing. Class "L" including carriage of pipe from factory to site of work. 36752/Rs.8873. 560736/- = 65 Nos Total = 65 Nos @Rs.2441. 5911: Part I: 1981..242. etc. moulded with cement concrete 1:1½:3. conforming to B. complete. jointing.C.20/Rft Rs. pipe. lowering in trenches to correct alignment and grade. gravel and rock:-0-7' Depth 1 65 Take Qty Item No.60/Rft Rs. in all types of soil except shingle. etc. dressing to correct section and dimensions according to templates and levels. 2441.ANALYSIS OF MAN HOLE 1 Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering.12806. compacting.8973. 237/- 3 Pacca brick work other than building upto 10ft.9226.65/%Cft Rs.20/%Cft Rs.2158.20%Sft Rs. (3 m) ht. 3137/- 4 Cement concrete plain including placing.S reinforcement i/c cutting bending binding lying in position Deformed bars.5 x 1/2 = = 3 Cft 3 Cft @Rs.912.C. with 1/8" (3 mm) thick cement finish 1 x1 x2-1/2 x3 Total 1 x5 = = 15 Kg 15 Kg @Rs. dressing to correct section and dimensions according to templates and levels.90/%Cft Rs. 166/- 2 Dry rammed brick or stone ballast 1 1/2"-2" gauge 1 x1 x5 x4-1/2 Total x 1/2 = = 11 Cft 11 Cft @Rs. 1010/- x6-3/4 x 4/9 Total.65%oCft Rs.05%Kg Rs. finishing and curing complete (including screening and washing of stone aggregate): (1:2:4) 1 x1 x2-1/2 x2-1/2 Total 5 P/L R.201. in all types of soil except shingle. gravel and rock:-0-7' Depth 1 x1 x5 x4-1/2 Total x3 = 68 Cft 68 Cft @Rs. 7 Extra for making and finishing benching floor work in manhole chamber.C (1:2:4) in roof slab columns lintel girders etc complete. 6 Fabrication of M. Take Qty Item No. and removing surface water. 384/- x 1/3 = = 5 Cft 5 Cft @Rs. 1346/- = = 8 Sft 8 Sft @Rs. Cement sand mortar (1:6) 1 1 x2 x2 x4 x 3/4 x2-1/2 x 3/4 Total x3-1/2 x3-1/2 = = = 21 Cft 13 Cft 34 Cft @Rs. 1 x1 x4 x3-1/2 Total.95/Cft Rs. 73/- . complete in all respects.C. 22" (550 mm) dia.8 Providing and fixing 3" (75 mm) thick R. manhole cover. 8873/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .I. with tee shaped C.25/Set Rs. Total = = 1 No 1 No @Rs.2520. or one maund) as per Standard Drawing STD/PD No.C. 5. frame of 20"(500 mm) clear i/d (frame weighing 37. of 1977.324 Kg. 2520/Total Rs. 3440.REHABILITATION OF ROADS 1 Providing and laying base course of crushed stone aggregate of approved quality and grade. 67 lbs of bitumen and 7. complete including carriage of all materials to site of work except bajjri/crushed stone aggregate. including carriage of all materials to site of work except gravel and. fuel and hire charges. including cleaning of road surface.2730. including supply of bitumen and bajri/crushed stone aggregate of approved quality. 663121/- x12 = 8280 x12 = 2400 C x173 x12 = 2076 D x198 x12 = 2376 E x643 x12 = 7716 F x265 x12 = 3180 G x200 x12 = 2400 H x200 x12 = 2400 I x643 x12 = 7716 Total = 38544 3 Providing and laying road edging of 3" (75 mm) wide 9" (225 mm) deep brick on end.85%Cft Rs. heating and spraying bitumen. complete in all respects.00%Sft Rs. and supply and to spreading of stone screening. A B 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x690 x200 Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs. camber and grade to achieve 100% maximum modified AASHO dry density. mixing spreading and compaction of base course material to required depth. 1052251/- A B C D E F G H 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x690 x200 x173 x198 x643 x265 x200 x200 x12 x12 x12 x12 x12 x12 x12 x12 = = = = = = = = 8280 2400 2076 2376 7716 3180 2400 2400 Rft Rft Rft Rft Rft Rft Rft Rft . aggregate.) etc.5 Cft of bajri. A 1 1 1 1 1 1 1 1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x690 Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft @Rs. etc. including placing. spreading bajri and rolling with road roller (including its operation cost. x12 x 1/2 = 4140 B x200 x12 x 1/2 = 1200 C x173 x12 x 1/2 = 1038 D x198 x12 x 1/2 = 1188 E x643 x12 x 1/2 = 3858 F x265 x12 x 1/2 = 1590 G x200 x12 x 1/2 = 1200 H x200 x12 x 1/2 = 1200 I x643 x12 x 1/2 = 3858 Total = 19272 2 Providing surface treatment to roads. 628267/Total Rs.30/Rft Rs. 2343639/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .16.I 1 x1 x643 x12 Total = 7716 Rft = 38544 Rft @Rs. DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.00 2 External Water supply Rs. Rs. 159000. 159000. 125000. No.I SARGODHA EXTERNAL DEVELOPMENT Sr. (ABSTRACT OF COST) Description Amount 1 Front Terrace of Main Building Rs.00 Say.T. 34000.A.00 Total: - Rs.00 Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 20%Cft Rs. camber. 14968/- 1 x1 x98 x1-1/8 x 1/2 Total = = 55 Cft 55 Cft @Rs. 125014/Rs.85%Cft Rs.8830.4412.60.00/Sft Rs.FRONT TERRACE MAIN BUILDING 1 Borrow excavation lead up to 3 miles Front M bldg 1 x1 x58 x20 x1-1/2 Total 2 Providing and laying sub-base course of stone product ditto of approved quality and grade. mixing.30%Cft Rs. 12981/- Front terr 1 x1 x98 x15 Total = = 1470 Sft 1470 Sft @Rs. 1187/- 4 Pacca brick work cement sand mortar (1:6) in Foundation and plinth x 3/4 x2 = 147 Cft Total = 147 Cft 4 P/L Tuff paver 60mm thick complete as approved directed by the Engineer Incharge. aggregate. Front Main Bldg = = 1740 Cft 1740 Cft @Rs. grade to achieve 100% maximum modified AASHO dry density.45%0Cft Rs. toe wall = = 435 Cft 435 Cft @Rs. 125000/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .3440. including carriage of all material to site of work except gravel and. 88200/- Total Say Rs.2158. 7678/- 1 x1 x58 x15 x 1/2 Total 3 Dry rammed brick or stone ballast 1 1/2"-2" guage. including placing. toe wall 1 x1 x98 @Rs. spreading and compaction of sub-base material to required depth. laying. jointing. with `D' and valves is not included in the Class working pressure complete in all respects: 2" dia Main Bldg Resi 2750 Resi 990 Rs.levelling the beds of trenches to correct grade and cutting pits for joints.S.S. for watersupply pipelines upto 5 ft.EXTERNAL WATER SUPPLY 1 Excavation of trenches in all kinds of soil. 34000/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .05/Rft Rs. testing and disinfecting ditto Providing and installing specials pipe line in trenches with P. except cutting rock.V. 6490/- 1 1 1 x1 x1 x1 x150 x200 x100 Total = = = = 150 Sft 200 Sft 100 Sft 450 Sft @Rs. pipes of B. from ground level. including trimming. 34413/Rs.62. etc. 27923/Total Say Rs. cutting.80%0Cft x 1/2 x 1/2 Total 3300 Cft 2 Providing. M line to resi 1 M line to resi 990 1 Main line to M bldg 1 x1 x1 x1 x150 x200 x200 x2 x12 x12 x3 = = = = 900 Cft 1200 Cft 1200 Cft @Rs.1966. complete in all respects. dressing sides.C. pipe.242.65%0Cft Rs. Class "L" including carriage of pipe from factory to site of work. cutting pipes where necessary. according to templates and levels. jointing. etc. and removing surface water. 9" dia Resi 2750 Resi 990 = = = 1800 Cft 1800 Cft 3600 Cft @Rs. 8790/- 1 1 x1 x1 x200 x100 Total = = = 200 Rft 100 Rft 300 Rft @Rs. 72660/Rs.C.20/Rft Total Say Rs. 81450/Rs. finishing and testing. 5911: Part I: 1981.2441.EXTERNAL SEWERAGE 1 Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering timbering. gravel and rock:. in all types of soil except shingle.. lowering in trenches to correct alignment and grade. etc. dressing to correct section and dimensions separately. conforming to B. including cost of reinforcement. with spigot socket or collar joint. 81000/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .S.C.0-7' depth Resi 2750 Resi 990 1 1 x1 x1 x200 x200 x3 x3 x3 x3 Total 2 Providing and laying R. complete. moulded with cement concrete 1:1½:3. 5 /Cft 3 Bags @ 80 /Bag Total(A) 240 400 8488 2 No @ 445 /E 4 No @ 295 /E 2 No @ 245 /E Total(B) 490 2560 400 256 11704 2341 14045 140 1180 890 46 503 7300 2 Grey cement ordinary portalnd 3 4 5 B 1 2 3 Sand Cost of matching pigment Cost of Cutter Laboure Charages Mason Skilled Cooly Bahishti C D Carriage Charges of Tiles Sundries Charges @ 10% Total (A+B+C+D) Add 20% Contractor Profit G Total Rate Per Sft Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha .18"x18"x3/8" Laid over Bed of 3/4" Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete in all respects as Directed/Approved by the Engineer Incharage. Analysis For 100 Sft Sr No.Analysis of Rate for Porcelain Granite Tiles P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8".76 m @ 748 /m 1. Description Material S/O Granite tiles 16"x16"x3/8" Meter No. L B H/D Q Amount A 1 100 Sft 9.5 Bags @ 335 /Bag 7 Cft @ 6. (1.ANALYSIS OF COMPOUND WALL 4 1/2" THICK AND 6' HIGH ABOVE DPC 1 Excavation in foundation of building.2795.30%Cft Rs. 977/- D4 1 x1 x6 x 3/4 Total = = 5 Sft.8883. 495/- 7 Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks. @Rs. 4 Providing and laying damp proof course of cement concrete 1:2: 4(using cement.80%Sft Rs. 1561/- = = = 38 Sft. 50/- x 2/3 x 1/2 Total 3 Pacca brick work with cement sand mortar in foundation and plinth.5 m) b) in ordinary soil 1 x1 x6 x2 Total 2 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. 27 Sft.9758. bridges and other structures. 5 Sft. 6 Cft. 11 Cft. 1 6 x1 x2 x6 x 3/8 x6 x6 = = 36 Sft.5395.1:6:18 Ratio Take Qty 3/16 of Item No. @Rs.95%Cft Rs. 16 Cft. sand and shingle).3061. 50 Sft.65%Cft Rs. 153/- 5 Pacca brick work with cement sand mortar (1:4) other than building up to 10' ht 1 1 x1 x1 x6 x 3/4 x 3/8 x 3/8 Total. 324/- = = = 2 Cft. @Rs. 9 Cft. 12 Sft.00 mm) height:1 1 x1 x1 x6 x6 x6-3/8 x2 Total x6 x6 = = = 14 Cft. 6 1/2" thick cement plaster 1:4 upto 20' (6. @Rs.1 marked "A" 18Cft x1-1/2 = = 18 Cft 18 Cft @Rs.990.i) Ratio 1:6 1 1 x1 x1 x6 x6 x1-1/8 x 1/4 x 3/4 x2 Total. refilling around structure with excavated earth. 2 Cft. = = 6 Cft. . @Rs. including dagbelling. watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. dressing. including bitumen coating :-(a) with two coat of bitumen : i) 1-1/2" thick.75%oCft Rs.90%Sft Rs. i. Total = 63 Sft @Rs.x 1/6 Rs. 4366/- Rate Per Rft Rs. 728/- Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha Executive Engineer Provincial Buildings Division Sargodha . 806/Total Rs.00%Sft Rs.1279. 4366/.