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| 1 | STRENGTHENING OF ABARMATA ADAWAN ROAD LENGTH 5.70 KM PAC 413.11 LAKH Please Enable Macros to View BoQ information Annexure- G NIT FOR STRENGTHENING OF ABARMATA ADAWAN ROAD LENGTH 5.70 KM PAC Rs. 413.11 Lakh SCHEDULE OF RATES FOR ROAD & BRIDGE WORKS IN fORCE fROM 11.04.2025 S.No. SOR Item no./ Description of Item Total Unit Rate Amount in Rs Qty |
| 2 | 3.12 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters. |
| 3 | 3.13 Embankment Construction with Material Obtained from Borrow PitsConstruction of embankment with approved material having CBR>7obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. |
| 4 | 4.2 Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size |
| 5 | 4.3 Wet Mix Macadam Providing, 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. A By Sensor Paver 4.4 Deduction for item No.4.3 if sensor paver is not used. |
| 6 | 4.16 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408. A Hard Shoulders (CBR value >12) |
| 7 | 5.1 Prime Coat Over WMM/WBM (i) Providing 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. |
| 8 | 5.3 Providing and applying tack coat with cationic 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) 31350.0 sqm 17.0 532950.0 (i) @ 0.25 kg per sqm (normal bituminous surfaces) 0.0 sqm 16.0 0.0 |
| 9 | 5.6 Dense Graded Bituminous Macadam Providing 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. b) Using Drum 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) 1567.5 cum 7759.0 12162233.0 |
| 10 | 5.7 Bituminous Concrete Providing 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 an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification. 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) |
| 11 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. a) 300 mm Dia 20.0 rm 850.0 17000.0 b) 600 mm Dia 10.0 rm 4250.0 42500.0 |
| 12 | 8.3 Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2022 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:67:2022 and Table 800-1 of MoRT &H specification and High Intensity 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 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 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. ii) 90 cm equilateral triangle 2.0 Each 4531.0 9062.0 x) 80 cm x 60 cm rectangular 2.0 Each 5391.0 10782.0 viii) 60 cm circular 2.0 Each 4078.0 8156.0 |
| 13 | 8.9 Direction and Place Identification signs more than 0.9 sqm size board. 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 thickskins/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 6.8of 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 clause801.3.7 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 100 x100 x 3mm Square Pipe 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 25x50x1.25mm tubular frame with the help of suitable sizes pop rivettes of 6mm or by the help of G I / Nickle Chome plated nut & bolts to be hammered after tightening. 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: 67:2012 & 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. 6.48 Sqm 19950.0 129276.0 |
| 14 | 8.41 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 15 | 8.22 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings |
| 16 | 8.38 Road 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 (Regin) 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. Note: - The guarantee of Thermoplastic should be minimum 3 Years. |
| 17 | 8.36 Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast) 0.0 each 3686.0 0.0 (ii) Ordinary Kilometer stone (Precast) 5.0 each 2131.0 10655.0 (iii) Hectometer stone (Precast) 24.0 each 621.0 14904.0 |
| 18 | 8.37 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. |
| 19 | 8.23 Road Markers/Road Stud with Lense Reflector Providing 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) |
| 20 | 12.1 Excavation for StructuresEarth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom andbackfilling with approved material. as per relevant clauses ofsection 300 & 2100 in I Ordinary soil 0.0 0.0 0.0 B Mechanical Means 0.0 0.0 0.0 (i) Depth upto 3 m 786.06 cum 79.0 62099.0 II Ordinary rock (not requiring blasting) 0.0 0.0 0.0 B Mechanical Means 0.0 0.0 0.0 (ii) Depth upto 3 m 27.51 cum 239.0 6575.0 Ordinary Rock- Not requiring blasting (ii) 3 m to 6 m depth 114.38 cum 251.0 28709.0 III Hard rock (requiring blasting) 114.38 cum 297.0 33971.0 Recovery of Hard rock 114.38 cum -100.0 -11438.0 |
| 21 | 9.1 PCC M-15 in FoundationPlain cement concrete M-15 mix with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days. as per MORT&H Specification 409. |
| 22 | 9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. |
| 23 | 9.2 Laying Reinforced Cement Concrete Pipe NP4/prestrssedconcrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipeNP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. B 1200 mm dia 30.0 Rmt 6732.0 201960.0 |
| 24 | 12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 25 | 12.6(B) Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with B PCC M20 |
| 26 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB PCC Grade M20 Concrete with plant (Drum Type) and placing |
| 27 | 13.2 Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 1600. |
| 28 | 14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 inB RCC Grade M 25, a)Height upto 5m C RCC Grade M 30 (a) Height upto 5m 12.13 cum 5475.0 66412.0 |
| 29 | 14.4 Supplying, fitting and placing HYSD bars reinforcement in super- structure complete as per confirming to IS 1786:2000 drawing and technical specifications as per relevant clauses of section 1600 (i) FE 500 |
| 30 | 14.11 Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses ofsections 1500, 1700 and Clause 2702 of specifications |
| 31 | 13.10(A) (Page -65) Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 A- Granular material |
| 32 | 13.9 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm condition complete as per drawing and technical specification.specification |
| 33 | 13.7 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 34 | 14.24 Filler joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 35 | 13.16 Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398. |
| 36 | 14.18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. |
| 37 | 14.19 Reinforced cement concrete non structuralapproach slab (Gard of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications. |
| 38 | 16.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 39 | 16.5 Providing and laying suitable designed Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 40 | 9.17 Construction of RCC drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC, M-20 side walls, 120 mm thick RCC M20 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting of 8 mm dia horizontal bars @ 200 mm c/c and U-shaped 8 mm dia vertical bars @ 150 mm c/c including cutting. bending and binding wire, placing in position, with shuttering, Weep holes at drainage layer level and concreting by using concrete mixer, compaction by vibration etc complete as per direction of the engineer in charge. |
| 41 | 12.33 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. FE 500 |
| 42 | 2.3 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters. (iii) Dismantling Stone Masonry B Rubble stone masonry in cement mortar. C Prestressed / Reinforced cement concrete grade M-25 & above 8.84 CUM 1616.0 14285.0 Total 41310581.0 Say, Rs. 413.11 Lakh Subdivisional OfficerPWD Sub Division Banda Sub Engineer |
