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| 1 | Construction of Road from Bagroda to Pipaliya Kunjangarh Road Length 3.05 Km. 1st Call P.A.C. 488.80 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 300 Days Please Enable Macros to View BoQ information NIT SCHEDULE For Construction of Road from Bagroda to Pipaliya , Kunjangarh Road Length 3.050 Km. P.A.C. - 488.80 Lakh S.No. SOR NO. PERTICULARS UNIT QUANTITY RATE AMOUNT (Rs.) |
| 2 | SOR-2.1 (ii) Girth from 600 mm to 900 mm Each 434.0 0.0 (iii) Girth from 900 mm to 1800 mm Each 883.0 0.0 |
| 3 | SOR 2.2 A) In area of light jungle Hact. 1.83 29409.0 53818.0 |
| 4 | SOR 2.3 (i) - Lime /Cement Concrete Cum. 628.0 0.0 ix) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.C Above 900 mm Meter 532.0 0.0 |
| 5 | SOR 2.5 Cum. 1296.0 0.0 |
| 6 | SOR 3.12 Sqm. 10.0 0.0 |
| 7 | SOR-3.3 Cum. 6405.0 79.0 505995.0 |
| 8 | SOR-3.14 Cum. 60.0 0.0 |
| 9 | SOR-3.13 Cum 19703.0 298.0 5871494.0 |
| 10 | SOR 4.2 (ii) For 37.5 mm maximum size Cum. 4922.243 1198.0 5896847.0 |
| 11 | SOR 4.3 By Sensor Paver Cum. 5604.375 1451.0 8131948.0 |
| 12 | SOR 4.16 A) Hard Shoulders (CBR value >12) Cum 4357.84 398.0 1734420.0 |
| 13 | SOR 5.1 Sqm 22417.5 44.0 986370.0 |
| 14 | SOR 5.3 (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) Sqm 22417.5 17.0 381098.0 |
| 15 | SOR 5.6 a) Using Batch Mix Plant of appropriate capacity iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) Cum. 1120.875 8259.0 9257307.0 |
| 16 | SOR 5.7 a) Using Batch 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. 672.525 9760.0 6563844.0 |
| 17 | SOR 6.1 Cum. 2712.0 0.0 |
| 18 | SOR 6.3 cum 5769.0 0.0 |
| 19 | SOR 6.8 (a) Mild steel confirming to IS: 432:1982 57734.0 0.0 (b) Tor steel confirming to IS: 1786:2008 58734.0 0.0 |
| 20 | SOR 8.36 (i) 5th kilometre stone (precast) Each 3686.0 0.0 (ii) Ordinary Kilometer stone (Precast) Each 4.0 2131.0 8524.0 (iii) Hectometer stone (Precast) Each 12.0 621.0 7452.0 |
| 21 | SOR 8.4 i) 90 cm equilateral triangle Each 6.0 4700.0 28200.0 iii) 60 cm circular Each 6.0 4178.0 25068.0 iv)80 mm x 60 mm rectangular Each 6.0 5500.0 33000.0 v 60 cm x 45 cm rectangular Each 6.0 4064.0 24384.0 |
| 22 | SOR 8.8 Sqm. 2.16 9200.0 19872.0 |
| 23 | SOR 8.8 Sqm. 3.6 15506.0 55822.0 |
| 24 | SOR 6.15 a) 300 mm Dia Metre 150.0 850.0 127500.0 b) 600 mm Dia metre 30.0 4250.0 127500.0 |
| 25 | SOR 8.38 Sqm. 1258.13 440.0 553577.0 |
| 26 | SOR 8.39 Sqm. 465.0 0.0 |
| 27 | SOR 8.17 Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, however 5 spaces of 600mm each between vertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of the IRC-SP: 73 2018, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portion of metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr. Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73-2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance in last section of 8 mtr. Length Meter 3863.0 0.0 |
| 28 | SOR 8.24 Each 600.0 1771.0 1062600.0 |
| 29 | SOR 8.21 Each 890.0 0.0 |
| 30 | SOR 10.54 (i) 1.00 m x 1.00 m Each 6.0 29300.0 175800.0 |
| 31 | SOR 8.16 Note:- Manufacture name and date of manufacture is to be printed(Embossed) at the backside of the board SOR 8.16 B 8.16 (B) Structure steel work including panting and erection installation etc. complete. MT. 9.5 110000.0 1045000.0 SOR 8.16 B 8.16( C) Information Board including provision of base frame Type IV retro reflection sheeting Sqm. 108.72 11000.0 1195920.0 |
| 32 | SOR 12.1 I Ordinary soil ( including back filling with approved material) (i) Depth upto 3 m cum 541.73 79.0 42797.0 |
| 33 | SOR 9.1 cum 11.96 4225.0 50531.0 |
| 34 | SOR 9.8 Cum 125.64 4425.0 555957.0 |
| 35 | SOR 9.2 (B) 1000 mm dia Meter 37.5 6732.0 252450.0 |
| 36 | SOR 9.3 (B) 1000 mm dia Meter 12.5 13621.0 170263.0 |
| 37 | SOR 9.3 (B) 1000 mm dia Meter 23196.0 0.0 |
| 38 | SOR 12.3 Cum. 40.0 4225.0 169000.0 |
| 39 | SOR 12.6 With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump A. PCC Grade M15 Cum. 55.55 4425.0 245809.0 B. PCC Grade M20 Cum. 4583.0 0.0 C. RCC Grade M20 Cum. 108.0 4610.0 497880.0 D. RCC Grade M25 Cum. 9.36 4648.0 43505.0 |
| 40 | SOR 12.33 FE 500D/FE 550/FE 550D Mt. 5.774 68252.0 394087.0 |
| 41 | SOR 13.1 B. PCC Grade M20 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer Cum 82.74 5195.0 429834.0 G. RCC Grade M25 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer 1 Height up to 5 m Cum 77.4 5833.0 451474.0 |
| 42 | SOR 13.4 FE 500D/ FE 550/ FE 550D Mt. 14.813 68395.0 1013135.0 |
| 43 | SOR 13.7 Meter 108.0 174.0 18792.0 |
| 44 | SOR 13.8 A) Granular material Cum 367.2 771.0 283111.0 |
| 45 | SOR 14.11 Cum 3.51 10517.0 36915.0 |
| 46 | SOR 14.18 Cum 14.4 5651.0 81374.0 |
| 47 | SOR 14.19 Cum 28.8 6672.0 192154.0 |
| 48 | SOR 16.1 A Boulder laid dry without wire crates. Cum 33.12 2351.0 77865.0 Total 48880293.0 Say Rs. in Lacs 488.8 SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER PWD JAIL-2 SUB DIVISION PWD MAINT. DIV. NO.2 BHOPAL BHOPAL |
