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| 1 | Widening Strengthening and Upgradation of Gurarighat - Kodhi - Suraiya Nagar Road 2nd Call P.A.C. 464.92 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 240 Days Please Enable Macros to View BoQ information Widening Strengthening & Upgradation of Gurarighat - Kodhi - Suraiya Nagar Road (Length 4.40 Km.) PAC: Rs. 464.92 Lakh S.No SOR Item Description of Item Qty Unit Rate Amount |
| 2 | 2.4 990.0 Cum 223.0 220770.0 |
| 3 | 3.3 5280.0 Cum 79.0 417120.0 |
| 4 | 3.13 10472.0 Cum 298.0 3120656.0 |
| 5 | 4.2 (ii) For 37.5 mm maximum size 6036.8 Cum 1198.0 7232086.0 |
| 6 | 4.3 (A) By Sensor Paver 5445.0 Cum 1451.0 7900695.0 |
| 7 | 5.1 24200.0 Sqm 44.0 1064800.0 |
| 8 | 5.3 (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) 24200.0 Sqm 17.0 411400.0 |
| 9 | 5.6 (b) Using Drum Mix Plant of appropriate capacity. (iv) for GradingII(26.5 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30) 1210.0 Cum 7759.0 9388390.0 |
| 10 | 5.7 (b) Using Drum Mix Plant of appropriate capacity. (iv) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) 726.0 Cum 9260.0 6722760.0 |
| 11 | 4.16 (A) Hard Shoulders (CBR value >12) 6966.52 Cum 398.0 2772675.0 1.875 2.585 4.46 2.23 |
| 12 | 6.15 a) 300 mm Dia 250.0 RM 850.0 212500.0 b) 600 mm Dia 75.0 RM 4250.0 318750.0 |
| 13 | 8.36 (ii) Ordinary Kilometer stone (Precast) 4.0 Each 2131.0 8524.0 (iii) Hectometer stone (Precast) 18.0 Each 621.0 11178.0 |
| 14 | 8.37 1452.0 Each 546.0 792792.0 |
| 15 | 8.3 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 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. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 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. (ii) 90 cm equilateral triangle 5.0 Each 4531.0 22655.0 (x) 80 cm x 60 cm rectangular 5.0 Each 5391.0 26955.0 (xii) 60 cm x 45 cm rectangular 5.0 Each 3994.0 19970.0 |
| 16 | 8.5 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 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. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 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. 9.18 Sqm 9027.0 82868.0 |
| 17 | 8.23 700.0 Each 309.0 216300.0 |
| 18 | 8.22 160.0 Each 283.0 45280.0 |
| 19 | 12.1 (I) Ordinary soil (including back filling with approved material) (i) Depth upto 3 m 320.67 Cum 79.0 25333.0 |
| 20 | 12.3 16.5 Cum 4225.0 69713.0 |
| 21 | 12.33 FE 500 7.435 MT 67252.0 500019.0 |
| 22 | 12.6 (i) Concrete with plant (Drum Type) and placing (C) RCC Grade M20 363.25 Cum 4110.0 1492958.0 |
| 23 | 13.8 (A) Granular material 1650.0 Cum 771.0 1272150.0 |
| 24 | 16.4 (A) Stone/Boulder 117.0 Cum 2351.0 275067.0 |
| 25 | 14.11 112.45 Cum 10517.0 1182636.65 |
| 26 | 9.8 96.6 Cum 4425.0 427455.0 |
| 27 | 9.1 8.43 Cum 4225.0 35617.0 |
| 28 | 9.2 (B) 1000 mm dia 30.0 RM 6732.0 201960.0 |
