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| 1 | Please Enable Macros to View BoQ information General description of work : Patch Repair Work and Other Repair Work of Road Under P.W.D City Sub Dn.II Bhopal Probable Amount of contract : Rs. 42.50 Lakhs. (Rs. in Figures) : Rupees Forty two Lakhs fifty thousands only. Time Alloved : 11 months i/c rainy season S.No. SOR NO. PERTICULARS UNIT RATE REMARKS |
| 2 | SOR 1.1 1.1.1 Loose moorum/sand/earth/ surkhi/cement/stone dust/hot mix asphalt material. Cum 91.1 1.1.4 Stone aggregate (Metal) Cum 98.0 1.1.9 Tar/Paint/Bitumen etc. MT 91.1 |
| 3 | SOR 3.11 |
| 4 | SOR 3.12 |
| 5 | SOR 3.1 |
| 6 | SOR 3.3 |
| 7 | SOR 4.2 (ii) For 37.5 mm maximum size Cum. 1198.0 |
| 8 | SOR 4.11 By Sensor Paver Cum. 1451.0 |
| 9 | SOR 4.16 A Hard Shoulders (CBR value >12) Cum 398.0 |
| 10 | SOR 5.1 Sqm 44.0 |
| 11 | SOR 5.2 (i) @ 0.25 kg per sqm (normal bituminous surfaces) Sqm 16.0 (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 17.0 (iii) @ 0.35 kg per sqm (non-bituminous surfaces) cement concrete pavement Sqm 18.0 (iv) @ 0.40 kg per sqm (non-bituminous surfaces) granular base not primed Sqm 21.0 |
| 12 | SOR 5.5 b) Using Drum Mix Plant of appropriate capacity and paver finisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) Cum. 5329.0 |
| 13 | SOR 5.10 wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications.with 60/70 butumen (VG-30) ii) Type B Sqm 139.0 |
| 14 | SOR 5.7 b) Using Drum Mix Plant of appropriate capacity. (v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) Cum 9260.0 |
| 15 | SOR 6.1 |
| 16 | SOR 6.2 |
| 17 | SOR 6.3 per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification. Cum. 5769.0 |
| 18 | SOR 6.5 Note : - This item is to be executed with prior written permission from the C.E. Cum 800.0 |
| 19 | SOR 6.8 (a) Mild steel confirming to IS: 432:1982 MT 57734.0 (b) Tor steel confirming to IS: 1786:2008 MT 58734.0 |
| 20 | SOR 6.14 (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. Sqm 837.0 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. Sqm 748.0 |
| 21 | SOR 8.38 down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications.Note: - The guarantee of Thermoplastic should be minimum 3 Years. Sqm 440.0 |
| 22 | SOR 8.39 |
| 23 | SOR 8.39 uniform and free from streaks and holes, all complete as per clause 803 of specifications.Note: - The guarantee of Thermoplastic should be minimum 3 Years. Sqm 465.0 |
| 24 | SOR 8.6 Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractor.Note: - Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board. Sqm 9200.0 |
| 25 | SOR 6.15 a) 300 mm Dia Metre 850.0 b) 600 mm Dia Metre 4250.0 |
| 26 | SOR 8.36 (i) 5th kilometre stone (precast) Each 3686.0 (ii) Ordinary Kilometer stone (Precast) Each 2131.0 (iii) Hectometer stone (Precast) Each 621.0 |
| 27 | SOR 8.45 (i) Over 10 cm in width Sqm 98.0 (ii) Up to 10 cm in width Sqm 107.0 |
| 28 | SOR 8.56 |
| 29 | SOR 8.23 face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer.No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK) Each 309.0 |
| 30 | SOR 8.20 (i) M 25 grade concrete Metre 3394.0 |
| 31 | SOR 8.21 |
| 32 | SOR 8.22 |
| 33 | SOR 9.1 |
| 34 | SOR 9.4 A . 600 mm dia Metre 4250.0 |
| 35 | SOR 9.8 |
| 36 | SOR 10.1 |
| 37 | SOR 10.2 |
| 38 | SOR 10.3 i) for grading I Material |
| 39 | SOR 10.4 |
| 40 | SOR 10.5 |
| 41 | SOR 10.6 Cum. 3781.0 |
| 42 | SOR 10.11 (a) Upto 50mm Sqm 1317.0 (b) 50mm-100mm Sqm 1867.0 |
| 43 | SOR 10.12 |
| 44 | SOR 10.13 |
| 45 | SOR 10.14 |
| 46 | SOR 10.15 |
| 47 | SOR 10.16 |
| 48 | SOR 10.17 |
| 49 | SOR 10.22 |
| 50 | SOR 10.23 |
| 51 | SOR 10.25 |
| 52 | SOR 10.26 |
| 53 | SOR 10.32 (i) Two coats on new work Each 385.0 (ii) One coat on old work. Each 293.0 |
| 54 | SOR 10.33 (i) Two coats on new work Each 154.00 Each 154.0 (ii) One coat on old work. Each 99.0 |
| 55 | SOR 10.34 (i) Two coats on new work Each 39.0 (ii) One coat on old work. Each 25.0 |
| 56 | SOR 10.36 (i) Two coats on new work. Each 114.0 (ii) One coat on old work. Each 105.0 |
| 57 | SOR 10.36 |
| 58 | SOR 10.37 |
| 59 | SOR 10.71 (A) Concrete with plant (Drum Type) and placing (ii) PCC Grade M15 cum 3925.0 (iii) PCC Grade M20 cum 4083.0 (iv) RCC Grade M20 cum 4110.0 |
| 60 | SOR 10.72 |
| 61 | SOR 10.73 (i) Cement mortar 1:4 (1 cement : 4 sand) Cum 5252.0 (ii) Cement Mortar 1:6 (1 cement:6 sand). Cum 5061.0 |
| 62 | SOR 10.74 |
| 63 | SOR 10.75 |
| 64 | SOR 10.76 |
| 65 | SOR 10.77 |
| 66 | SOR 10.78 |
| 67 | SOR 10.79 |
| 68 | SOR 10.80 (i) 1:4 (1 cement : 4 sand) Sqm 184.0 (ii) 1:6 (1 cement : 6 sand) Sqm 168.0 |
| 69 | SOR 10.81 Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of Chief Engineer will be required. Sqm 74.0 |
| 70 | SOR 10.62 (i) Girth from 300 mm to 600 mm Each 11.0 (ii) Girth from 600 mm to 900 mm Each 18.0 (iii) Girth from 900 mm to 1800 mm Each 33.0 (iv) Girth above 1800 mm Each 61.0 |
| 71 | SOR 12.6 Concrete with plant (Drum Type) and placing PCC Grade M15 Cum 3925.0 PCC Grade M 20 Cum 4083.0 RCC Grade M20 Cum 4110.0 SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER PWD HAMIDIA SECTION IB P.W.D CITY SUB DIVISION II P.W.D.MAINT. DIVISION NO.1 BHOPAL BHOPAL BHOPAL |
| 72 | Patch repair work and other repair work of road under PWD. City Sub Dn. No.2 Bhopal. |
