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| 1 | Water Profing Treatment with Repairing work of Govt. Resi. Qtrs. in Sect. No. 3, 4 and Other under M-1 Sub Division, PWD Bhopal Please Enable Macros to View BoQ information Bill of Quantities (BOQ) Name of work : Water Profing Treatment with Repairing work of Govt. Resi. Qtrs. in Sect. No. 3, 4 and Other under M-1 Sub Division, PWD Bhopal Probable Amount of contract : (Rs. in Figures) : Rs. 47.00 Lacs (Rs in words) : Rupees Time Alloved : 06 months SNo SOR Item Particulers of Item Unit Quantity Rate Amount |
| 2 | 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) cum ---- 5446.0 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). cum ---- 5255.0 |
| 3 | 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) metre ---- 136.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) metre ---- 238.0 |
| 4 | 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 |
| 5 | 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 |
| 6 | 13.1 41275.0 1:4 (1 cement : 4 sand) sqm ---- 173.0 41276.0 1:6 (1 cement : 6 sand) sqm ---- 160.0 |
| 7 | 13.2 41306.0 1:4 (1 cement : 4 sand) sqm ---- 184.0 41307.0 1:6 (1 cement : 6 sand) sqm ---- 168.0 |
| 8 | 13.4 41365.0 1:3 (1 cement : 3 sand) sqm ---- 210.0 41366.0 1:4 (1 cement : 4 sand) sqm ---- 203.0 |
| 9 | 13.27 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. Sqm ---- 62.0 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. Sqm ---- 45.00 |
| 10 | 13.56 13.56.1 On steel work sqm ---- 109.0 13.56.2 On concrete work sqm ---- 113.0 |
| 11 | 13.68 |
| 12 | 14.1 joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). |
| 13 | 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 sqm ---- 81.0 14.79.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg ofapproved make sqm ---- 318.0 |
| 14 | 14.8 12 mm average thickness sqm ---- 195.0 25 mm average thickness in 2 layers. sqm ---- 324.0 50 mm average thickness in 3 layers. sqm ---- 648.0 |
| 15 | 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 |
| 16 | 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 |
| 17 | 15.25 |
| 18 | 15.48 |
| 19 | 18.7 External Work 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 |
| 20 | 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 dia. nominal bore metre ---- 479.0 18.8.1.6 50 mm dia. nominal bore metre ---- 596.0 18.8.2 Concealed pipe including painting with anti corrosivebitumastic 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 |
| 21 | 18.12 18.12.1 With C.I. wheel of approved quality (screwed end) ---- 18.12.1.1 25 mm nominal bore each ---- 486.0 18.12.1.2 32 mm nominal bore. each ---- 558.0 18.12.1.3 40 mm nominal bore each ---- 677.0 |
| 22 | 18.13 18.13.1 25 mm nominal bore each ---- 428.0 18.13.2 32 mm nominal bore. each ---- 500.0 18.13.3 40 mm nominal bore each ---- 584.0 18.13.4 50 mm nominal bore each ---- 749.0 |
| 23 | 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 |
| 24 | 18.57 |
| 25 | 18.58 |
| 26 | 18.59 |
| 27 | 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 |
| 28 | 22.5 a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 29 | 22.6 a) After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) Laying second layer of 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. |
| 30 | 22.7 a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge: (with 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. |
| 31 | 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 76.95 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 |
| 32 | 22.15 |
| 33 | 22.16 |
| 34 | 22.17 |
| 35 | 22.18 |
| 36 | 22.19 |
| 37 | 22.2 membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). |
| 38 | 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 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. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) |
| 39 | 22.26 Note – Including other item ( if required ) of SHEDULE OF RATES (SOR) For BUILDING WORKS in force from January, 1st 2024, of Engineer-In-Chief (Building) M.P. Public Works Department M.P.BHOPAL ( Volume- I & II ) Note 2 -The quantities given for special repairs,if exceeds,as compared to BOQ will execute under annual repairs. Sub Engineer Sub Divisional Officer Executive Engineer Sec. 3,4 P.W.D. M-1 Sub Dn. P.W.D. New Bhopal Division Bhopal Bhopal. |
