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| 1 | Please Enable Macros to View BoQ information SCHEDULE OF ITEMS Name of Work :- Water Proofing Treatment on Roof of Govt. Residential & Non Residential Building under Central Store Sub Division, P.W.D. Bhopal. Time Allowed : 11 Months P.A.C. Rs 25.00 Lacs S.No. SOR It. Descriptionption of Items Unit Rate |
| 2 | 15.25 |
| 3 | 15.11 15.11.1 For thickness of tiles 10 mm to 25 mm sqm 17.0 1.7 17.0 15.11.2 For thickness of tiles above 25 mm and upto 40 mm sqm 26.0 2.6 26.0 |
| 4 | 15.48 |
| 5 | 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 |
| 6 | 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 of approved make Sqm 318.0 |
| 7 | 14.8 14.80.1 12 mm average thickness Sqm 195.0 14.80.2 25 mm average thickness in 2 layers. Sqm 324.0 14.80.3 50 mm average thickness in 3 layers. Sqm 648.0 |
| 8 | 18.57 |
| 9 | 22.7 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. Sqm. 885.0 |
| 10 | 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 6569.0 456.9 4569.0 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) cum 9308.0 730.8 7308.0 22.14.3 Cement mortar 1:4 (1cement : 4 sand) cum 8437.0 643.7 6437.0 |
| 11 | 22.15 |
| 12 | 22.16 |
| 13 | 22.17 |
| 14 | 22.18 |
| 15 | 22.19 |
| 16 | 22.22 shield or equivelent with mix proportion of part 1 and part 2 with proper mixing. Allow the coating to air cure for minimum 2 Hrs. Consumption of the diamond shild or equivelent should be @17.90 kg for 10sqm area. (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 High build elastomeric, flexible, pure acrylic waterproofing membrans having solid content of 65%) and allow it to air cure for 4 Hrs minimum. After two hours minimum of 1st coat applying 2nd and final coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs minimum. Consumption of Sealer coar should be @ 5.40 kg per 10 sqm. area. (IV) The treated aarea 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. sqm 465.0 46.5 465.0 |
| 17 | 22.26 at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. sqm 750.0 |
| 18 | 18.58 |
| 19 | 18.59 |
| 20 | 18.6 18.60.1 25 to 40 mm nominal bore each 247.0 33.8 338.0 18.60.2 50 to 80 mm nominal bore each 644.0 5.4 54.0 |
| 21 | 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 24.7 247.0 18.7.3 25 mm nominal outer dia .Pipes. metre 185.0 18.7.1 32 mm nominal outer dia .Pipes. metre 238.0 12.9 129.0 18.7.1 40 mm nominal outer dia .Pipes. metre 324.0 15.3 153.0 18.7.1 50 mm nominal outer dia .Pipes. metre 498.0 17.7 177.0 |
| 22 | 18.8 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore metre 211.0 20.7 207.0 18.8.1.2 20 mm dia. nominal bore metre 255.0 23.4 234.0 18.8.1.3 25 mm dia. nominal bore metre 300.0 28.8 288.0 18.8.1.4 32 mm dia. nominal bore metre 361.0 36.0 360.0 18.8.1.5 40 mm dia. nominal bore metre 479.0 18.8.1.6 50 mm dia. nominal bore metre 596.0 12.2 122.0 18.8.2 Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 14.1 141.0 18.8.2.1 15 mm dia nominal bore metre 269.0 18.5 185.0 18.8.2.2 20 mm dia nominal bore metre 309.0 23.8 238.0 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore metre 188.0 21.1 211.0 18.8.3.2 20 mm dia. nominal bore metre 223.0 25.5 255.0 18.8.3.3 25 mm dia. nominal bore metre 263.0 30.0 300.0 18.8.3.4 32 mm dia. nominal bore metre 310.0 36.1 361.0 |
| 23 | 18.12 18.12.1 With C.I. wheel of approved quality (screwed end) 26.9 269.0 18.12.1.1 25 mm nominal bore each 486.0 30.9 309.0 18.12.1.2 32 mm nominal bore. each 558.0 18.12.1.3 40 mm nominal bore each 677.0 18.8 188.0 |
| 24 | 18.13 18.13.1 25 mm nominal bore each 428.0 26.3 263.0 18.13.2 32 mm nominal bore. each 500.0 31.0 310.0 18.13.3 40 mm nominal bore each 584.0 18.13.4 50 mm nominal bore each 749.0 13.6 136.0 |
| 25 | 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 11.7 117.0 |
| 26 | 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) metre 136.0 14.0 140.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) metre 238.0 19.5 195.0 |
| 27 | 12.33 12.33.1 Coupler 23.0 230.0 12.33.1.1 75 mm (minimum wall thickness 1.8mm) each 67.0 34.6 346.0 12.33.1.2 110 mm (minimum wall thickness 2.2mm) each 102.0 12.33.2 Single push fit Coupler : 20.1 201.0 12.33.2.1 75 mm (minimum wall thickness 1.8mm) each 121.0 26.6 266.0 12.33.2.2 110 mm (minimum wall thickness 2.2mm) each 94.0 12.33.3 Single tee with door 11.7 117.0 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 17.2 172.0 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) each 176.0 12.33.4 Single tee without door 17.5 175.0 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 30.0 300.0 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) each 163.0 12.33.5 Bend 87.5° 9.7 97.0 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) each 78.0 11.4 114.0 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) each 112.0 12.33.6 Shoe (Plain) 10.9 109.0 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) each 69.0 11.3 113.0 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) each 99.0 1.85 18.5 |
| 28 | 12.34 12.34.1 75 mm (minimum wall thickness 1.8mm) each 97.0 6.2 62.0 12.34.2 110 mm (minimum wall thickness 2.2mm) each 114.0 |
| 29 | 13.56 13.56.1 On steel work sqm 109.0 435.0 4350.0 13.56.2 On concrete work sqm 113.0 |
| 30 | 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) Cum 5446.0 14.3 143.0 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). Cum 5255.0 12.8 128.0 |
| 31 | 13.1.1 13.1.1 1:4 (1 cement : 4 sand) sqm 149.0 16.4 164.0 13.1.2 1:6 (1 cement : 6 sand) sqm 138.0 15.1 151.0 |
| 32 | 13.2 13.2.1 1:4 (1 cement : 4 sand) sqm 162.0 13.2.2 1:6 (1 cement : 6 sand) sqm 148.0 |
| 33 | 13.4 13.4.1 1:3 (1 cement : 3 sand) sqm 191.0 51.0 510.0 13.4.2 1:4 (1 cement : 4 sand) sqm 185.0 5.9 59.0 |
| 34 | 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 45.0 |
| 35 | 13.68 |
| 36 | 13.8 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 ) Sub Engineer Sub Divisional Officer Executive Engineer P.W.D. Central Store Sub Division P.W.D. Maint. Division No.01 Bhopal Bhopal. |
| 37 | Water proofing treatment on roof of Govt. Resi. and Non Resi. Building under Central Store Sub Dn. PWD. Bhopal. |
