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| 1 | Construction of Boundary Wall, Construction of One Guard Room and Construction of Two Watch Towar, Milatary Area Mubarakpur Bhopal 4th Call P.A.C.399.86 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 240 Days Please Enable Macros to View BoQ information Schedule for Construction of Boundary Wall ,Construction of One Guard Room & Construction of Two WatchTower, Milatary Area Mubarakpur , Bhopal (M.P.) PACin Lakhs 399.86 S.No. SOR NO. PARTICULARS Qty. RATE UNIT AMOUNT (Rs.) Discription No. No. L W H/D |
| 2 | SOR 2.6 |
| 3 | SOR 4.1.1.3 |
| 4 | SOR 4.3.1 Upto plinth: Foundations, footings, bases forcolumns, plinth beams, curtain walls, columnsbelow plinth. 15749.29 169.0 cum 2661630.0 |
| 5 | SOR 5.1 |
| 6 | SOR 5.1 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 1686.15 30.0 cum 50585.0 |
| 7 | SOR 4.1.1.3 |
| 8 | SOR 5.2 M-20 Grade Concrete 381.69 6231.0 cum 2378310.0 |
| 9 | SOR 5.9 5.92 Walls (any thickness) in cluding attached pilasters butter esses , plinth beams and string courses etc. 5.9.6 Above plinth: Columns, pillars, posts and struts. 4343.0 471.2 Sqm. 2046422.0 5.9.5 Lintels, beams, girders, bressumers and cantilevers 51.6 471.2 Sqm. 24314.0 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works . 14.626 575.35 Sqm. 8415.0 |
| 10 | SOR 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 @65kg/cum 68111.6 80.0 KG 5448928.0 |
| 11 | SOR 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) |
| 12 | SOR 13.2 13.2.1 1:4 (1 cement : 4 sand) 23076.5 184.0 Sqm. 4246076.0 Total |
| 13 | SOR 13.6 |
| 14 | SOR 13.8 |
| 15 | SOR 13.50 17439.9 103.0 KG 1796310.0 |
| 16 | SOR 10.5.1 |
| 17 | SOR 2.26 |
| 18 | SOR 11.78.1.1 |
| 19 | SOR 11.50 |
| 20 | SOR 11.50 15 mm nominal outer dia.Pipes. 20.0 129.0 Mtr. 2580.0 20 mm nominal outer dia.Pipes. 20.0 153.0 Mtr. 3060.0 25 mm nominal outer dia.Pipes. 20.0 177.0 Mtr. 3540.0 |
| 21 | SOR 18.29.1 |
| 22 | SOR 18.37 |
| 23 | SOR 18.28 |
| 24 | SOR 19.4 110 mm diameter OD (min. wall thickness 3.2mm) 15.0 234.0 Mtr. 3510.0 160 mm diameter OD (min. wall thickness 4.0mm) 15.0 477.0 Mtr. 7155.0 12.0445292620865 200 mm diameter OD (min. wall thickness 4.9mm) 27.0 751.0 Mtr. 20277.0 |
| 25 | SOR 19.5 110 mm diameter PVC. Pipe 15.0 576.0 Mtr. 8640.0 160 mm diameter PVC. Pipe 15.0 704.0 Mtr. 10560.0 200 mm diameter PVC. Pipe 27.0 821.0 Mtr. 22167.0 |
| 26 | SOR 19.7.1 With well burnt bricks 2.0 1764.0 Each 3528.0 2940.0 |
| 27 | SOR 19.9 |
| 28 | SOR 19.30.1 |
| 29 | SOR 17.1.1 1.0 2995.0 Each 2995.0 |
| 30 | SOR 17.6.1 |
| 31 | SOR 17.11.1 1.0 2460.0 Each 2460.0 |
| 32 | SOR 13.41 |
| 33 | SOR 13.48 |
| 34 | SOR 13.54.2 |
| 35 | SOR 13.49 |
| 36 | SOR 10.32 |
| 37 | Total 39985981.0 SAY(Rs)Lakhs 399.86 SUB ENGINEER SUB DIVISIONAL OFFICERPWD Jail Sub Division No-1Bhopal EXECUTIVE ENGINEERPWD Maint. Division-2Bhopal steel column above PL 10.0 4.0 3.0 0.888 106.56 10.0 2.0 3.0 0.785 47.1 RING 10.0 20.0 1.1 0.395 86.9 PLINTH BEAM 6.0 32.0 1.1 0.888 187.5456 RING 213.333333333333 1.1 0.395 92.6933333333332 column BELOW PL 10.0 4.0 3.0 0.888 106.56 10.0 2.0 3.0 0.785 47.1 10.0 20.0 1.1 0.395 86.9 FOOTING 10.0 8.0 1.5 0.888 106.56 10.0 8.0 1.5 0.785 94.2 855.558933333333 |