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| 1 | Z.F.D PROGRAMME URGENT WORKS UNDER SUB DIVISION DEORI PAC 19.79 LAC Please Enable Macros to View BoQ information ANNEXURE-G NIT SCHEDULE FOR THE Z.F.D PROGRAMME URGENT WORKS UNDER SUB DIVISION DEORI PAC RS- 19.79 LAKHS The Rates are provided as per S.O.R. Issued by Engineer-in-Chief M.P.P.W.D., Bhopal w.e.f. 11-04-2025 for road & for Bridge work S.No. SOR Item no./ Description of Item Qty Unit Rate Amount |
| 2 | 2.2 Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. A. In area of light jungle 4.8 hectare 29409.0 141163.0 |
| 3 | 3.12- Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (Take 50 %) 0.0 sqm 10.0 0.0 |
| 4 | 3.9- Removal of Unserviceable Soil with Disposal up to 1000 metersRemoval of unserviceable soil including excavation, loading and disposal up to 1000 meters lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. (Take 25 %) 2250.0 cum 71.0 159750.0 |
| 5 | 3.3 Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. (Take 50 %) 10000.0 10000.0 cum 79.0 790000.0 |
| 6 | 3.14-Construction of Embankment with Material Deposited from Roadway CuttingConstruction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300 60 % Qty. of Roadway Cutting Ordinary Soil 6000.0 cum 60.0 360000.0 |
| 7 | 8.24Solar powered Road Marker (Solar Stud)Supplying and fixing solar raised Pavement markers made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360-degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280, The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 c to 70 c color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4 v in sleep charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA ) 365.36 EACH 1771.0 647053.0 |
| 8 | 8.38Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface.Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Resin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop 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. 375.0 sqm 440.0 165000.0 124.223602484472 |
| 9 | 8.23Road Markers/Road Stud with Lense ReflectorProviding and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens 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 Total 253.0 EACH 309.0 78177.0 0.0 |
| 10 | 4.3 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. 843.75 0.0 3 % Extra for Widening &Curves 25.3125 0.0 869.0625 cum 1451.0 1261010.0 0.0 Deduction for item No.4.3 if sensor paver is not used. cum 100.0 0.0 0.0 |
| 11 | 8.56Providing and fixing of Rumble Strip made up of TPU polyurethane (PU) Material size 500L x 100W x 15H mm and fixing of Rumble Strip in Bituminous grout/ Epoxy and Screwing the same with M.S Screw 15 x100mm etc. i/c removing asphalt at the site, Material, labour for fixing grouting and for controlling traffic during fixing etc. complete. 430.0 EACH 1650.0 709500.0 345.0 2.565 2.22 0.0 |
| 12 | 5.1 (i) Prime Coat Over WMM/WBMProviding and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications. 3750.0 0.0 3 % Extra for Widening &Curves 112.5 0.0 3862.5 sqm 44.0 169950.0 0.0 |
| 13 | 5.3 Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) 3750.0 0.0 3 % Extra for Widening &Curves 112.5 0.0 3862.5 sqm 17.0 65663.0 0.0 |
| 14 | 5.5 Bituminous MacadamProviding and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. b) Using Drum Mix Plant of appropriate capacity and paverfinisher. 0.0 (ii) for Grading (19 mm nominal size) bitumen content3.5% with bitumen 60/70 (VG 30) 187.5 0.0 3 % Extra for Widening &Curves 5.625 0.0 193.125 cum 5329.0 1029163.0 0.0 |
| 15 | 8.29Providing and fixing precast concrete post delinators, post of size 130 x 90 x 1300 milimetre consisting of 4 B.T. wires with 14,000 Kg/cm2 C.C. M-20 grade 16mm dia. hold fast, including excavation and C.C. 1:4:8 foundation block, oil painting post with 3 coats and Red fluorescent tape 75 x 75mm and white floursent border 20mm wide around the red tape on all the four sides with necessary adhesive and lamination etc. complete. 0.0 234.0 EACH 545.0 127530.0 |
| 16 | 8.10Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 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 MS sign post of size 80 x80 x 3mm Square pipe of 3 meter over all 90 cm high octagon 28.0 EACH 9000.0 252000.0 |
| 17 | 5.6 Dense Graded Bituminous MacadamProviding and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects a) Using Batch Mix Plant of appropriate capacity 0.0 (iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) 0.0 Sqm 8259.0 0.0 |
| 18 | 5.7 Bituminous ConcreteProviding and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. a) Using Batch Mix Plant of appropriate capacity 0.0 (v )for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) 0.0 cum 9760.0 0.0 0.0 GRAND TOTAL 1979260.0 SAY RS IN LAKH 19.79 SUB ENGINEER SDO EXECUTIVE EGNINEER PWD SUB DN deori PWD SUB DN deori PWD DN-1 SAGAR |
