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| 1 | Please Enable Macros to View BoQ information BILL OF QUANTITIES Name of Work :- WPT including necessary Repairs ,Water Supply, Drainage, Installation & other Allied Civil Works in Resi. Building under P.W.D. City Sub Division-3 Bhopal. P.A.C. Rs. 45.00 Lakh Time Allowed : 11 Months S.No. Description Qnty Unit Rate Total Amount Total Amount in words |
| 2 | 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). cum 356.0 |
| 3 | 15.25 |
| 4 | 15.11 15.11.1 For thickness of tiles 10 mm to 25 mm sqm 17.0 15.11.2 For thickness of tiles above 25 mm and upto 40 mm sqm 26.0 |
| 5 | 15.48 |
| 6 | 15.64 |
| 7 | 5.24 5.24.1 Preparation of grooves RM 18.5 5.24.2 Preparation of Drip course RM 30.0 |
| 8 | 6.6 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4541.0 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) cum 4350.0 |
| 9 | 12.2 12.20.1 With residual type petroleum bitumen of grade VG 10 sqm 132.0 |
| 10 | 12.26 12.26.1 In 75x75mm deep chase meter 99.0 |
| 11 | 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) each 136.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) each 238.0 |
| 12 | 12.33 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) each 67.0 12.33.1.2 110 mm (minimum wall thickness 2.2mm) each 102.0 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) each 121.0 12.33.2.2 110 mm (minimum wall thickness 2.2mm) each 94.0 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) each 176.0 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) each 163.0 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) each 78.0 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) each 112.0 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) each 69.0 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) each 99.0 |
| 13 | 12.34 12.34.1 75 mm (minimum wall thickness 1.8mm) each 97.0 12.34.2 110 mm (minimum wall thickness 2.2mm) each 114.0 |
| 14 | 12.37 12.37.1 Stone ware spout each 72.0 12.37.2 Upvc spout (Pipe dia.110 mm) each 38.0 |
| 15 | 13.1 13.1.1 1:4 (1 cement : 4 sand) sqm 173.0 13.1.2 1:6 (1 cement : 6 sand) sqm 160.0 |
| 16 | 13.2 13.2.1 1:4 (1 cement : 4 sand) sqm 184.0 13.2.2 1:6 (1 cement : 6 sand) sqm 168.0 |
| 17 | 13.4 13.4.1 1:3 (1 cement : 3 sand) sqm 210.0 13.4.2 1:4 (1 cement : 4 sand) sqm 203.0 |
| 18 | 13.27 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long sqm 62.0 Bombay nails before plastering upt 10 meter height. 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. sqm 45.0 |
| 19 | 13.56 13.56.1 On steel work sqm 109.0 13.56.2 On concrete work sqm 113.0 |
| 20 | 13.64 |
| 21 | 13.65 |
| 22 | 13.66 13.66.1 One coat. sqm 35.0 13.66.2 Two coats. sqm 53.0 |
| 23 | 13.68 13.68.1 Two or more coats on new work sqm 45.0 |
| 24 | 14.1 14.1.1 With cement mortar 1:4 (1 cement : 4 sand) sqm 180.0 |
| 25 | 14.78.1 Upto and including 12mm dia metre 78.0 |
| 26 | 14.79 14.79.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer sqm 81.0 14.79.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg ofapproved make sqm 318.0 |
| 27 | 14.83 14.83.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work kg 65.0 14.83.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. kg 68.0 14.83.3 Epoxy injection grout in concrete/RCC work of approved make kg 658.0 |
| 28 | 14.85 |
| 29 | 14.87 |
| 30 | 18.6 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia .Pipes. metre 129.0 18.6.1.2 20 mm nominal outer dia .Pipes. metre 153.0 18.6.1.3 25 mm nominal outer dia .Pipes. metre 177.0 18.6.1.4 32 mm nominal outer dia .Pipes. metre 254.0 18.6.1.5 40 mm nominal outer dia .Pipes. metre 354.0 18.6.1.6 50 mm nominal outer dia .Pipes. metre 528.0 18.6.2 Concealed work including cutting chases and making good the walls etc., 18.6.2.1 15 mm nominal outer dia .Pipes. metre 207.0 18.6.2.2 20 mm nominal outer dia .Pipes. metre 234.0 18.6.2.3 25 mm nominal outer dia .Pipes. metre 288.0 18.6.2.4 32 mm nominal outer dia .Pipes. metre 360.0 |
| 31 | 18.7 18.7.1 15 mm nominal outer dia .Pipes. metre 122.0 18.7.2 20 mm nominal outer dia .Pipes. metre 141.0 18.7.3 25 mm nominal outer dia .Pipes. metre 185.0 18.7.4 32 mm nominal outer dia .Pipes. metre 238.0 18.7.5 40 mm nominal outer dia .Pipes. metre 324.0 18.7.6 50 mm nominal outer dia .Pipes. metre 498.0 |
| 32 | 18.8 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore metre 211.0 18.8.1.2 20 mm dia. nominal bore metre 255.0 18.8.1.3 25 mm dia. nominal bore metre 300.0 18.8.1.4 32 mm dia. nominal bore metre 361.0 18.8.1.5 40 mm nominal outer dia .Pipes. metre 479.0 18.8.1.6 50 mm nominal outer dia .Pipes. metre 596.0 18.8.2 concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore metre 269.0 18.8.2.2 20 mm dia nominal bore metre 309.0 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore metre 188.0 18.8.3.2 20 mm dia. nominal bore metre 223.0 18.8.3.3 25 mm dia. nominal bore metre 263.0 18.8.3.4 32 mm dia. nominal bore metre 310.0 18.8.3.5 40 mm nominal outer dia .Pipes. metre 402.0 18.8.3.6 50 mm nominal outer dia .Pipes. metre 492.0 |
| 33 | 18.13 18.13.1 25 mm nominal bore each 428.0 18.13.2 32 mm nominal bore each 500.0 |
| 34 | 18.14 18.14.1 15 mm nominal bore each 316.0 18.14.2 20 mm nominal bore each 431.0 18.14.3 25 mm nominal bore each 499.0 |
| 35 | 18.53 18.53.1 15 mm nominal bore. Weighing not less than 32 gms. each 59.0 18.53.2 20mm nominal bore. Weighing not less than 40gms. each 65.0 18.53.3 25 mm nominal bore. Weighing not less than 62 gms. each 82.0 |
| 36 | 18.57 |
| 37 | 18.58 |
| 38 | 18.59 |
| 39 | 18.6 18.60.1 25 to 40 mm nominal bore each 247.0 18.60.2 50 to 80 mm nominal bore each 644.0 |
| 40 | 22.6 Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. |
| 41 | 22.13 |
| 42 | 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 6569.0 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) cum 9308.0 22.14.3 Cement mortar 1:4 (1cement : 4 sand) cum 8437.0 |
| 43 | 22.18 and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (with five years service gurantee). 22.18.1 2mm (for corrugated roof sheets) sqm 389.0 |
| 44 | 22.19 Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) |
| 45 | 22.2 The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). |
| 46 | 22.21 |
| 47 | 22.22 (i) Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii) Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80%chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coatingto air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iii) The treated area should be cure with water for 48 hrs. by flooding the surface. The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) |
| 48 | 22.23 (i) Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in 'V' groovein size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi )The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer (viii) 5 years of service guarantee to be provided. All above operations to be done in order as per direction on Engineer-in-Charge. |
| 49 | 22.31 22.31.1 For vertical surface two coats @ 0.70 kg per sqm sqm 459.0 22.31.2 For horizontal surface one coat @1.10 kg per sqm. sqm 390.0 |
| 50 | 22.35 22.35.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. metre 449.0 22.35.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) each hole 16.0 |
| 51 | 22.37 |
| 52 | 18.28 |
| 53 | 18.14 18.14.1 15 mm nominal bore each 316.0 18.14.2 20 mm nominal bore each 431.0 18.14.3 25 mm nominal bore each 499.0 |
| 54 | 14.38 |
| 55 | 14.49 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. sqm 42.0 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 30.0 Sub Engineer Sub Divisional Officer Executive Engineer P.W.D ………….Section P.W.D City Sub Dn III P.W.D Maint. Dn I Bhopal Bhopal Bhopal |
| 56 | WPT including necessary repairs water supply drainage installation and other allied civil works in Resi. building under PWD. City Sub Dn. No.3 Bhopal. |
