|
| 1 | Construction of Sumredi to Sema Dhana Road [Including Electrification Work (Total Length - 3.50 Km)] PAC 409.10 LACS Please Enable Macros to View BoQ information Annexure-G Schedule of Items for the Construction of Sumredi to Sema Dhana Road [Including Electrification Work (Total Length - 3.50 Km)] As Per New S.O.R W.E.F.- 11-04-2025(With Ammendment) & E/M- S.O.R- 01/01/2024 PAC Rs: 409.10 Lacs S NO ITEM OF WORK QUANTITY RATE UNIT AMOUNT |
| 2 | \\"2.2 Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned 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 |
| 3 | 3.3 Excavation in Soil using Hydraulic Excavator and Tippers withdisposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator includincutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 4 | \\" 3.14 Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. |
| 5 | \\"3.13 Embankment Construction with Material Obtained from Borrow Pits- Construction 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.\\" |
| 6 | \\"4.2 Crusher Run Macadam Sub Base/Base CourseProviding 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 to 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. (ii) For 37.5 mm maximum size\\" |
| 7 | \\" 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. |
| 8 | 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 using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400. |
| 9 | 5.1 Prime coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. |
| 10 | 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) |
| 11 | 5.6 Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushedaggregates 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.(iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) |
| 12 | 5.7 Bituminous Concrete Providing and laying bituminous concrete using crushedaggregates 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) |
| 13 | 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 14 | \\" 6.4 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as 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 ofspecifications complete but excluding cost of steel in dowel bar and tie rods etc. |
| 15 | 6.8 Providing and fixing Steel in dowel bar and tie rod includingcraddle, laps etc. complete required as per design.(a) Mild steel confirming to IS: 432:1982 |
| 16 | 6.15 Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement. (a) 300mm Dia. 125.0 850.0 Rm 106250.0 (b) 600mm Dia. 125.0 4250.0 Rm 531250.0 |
| 17 | \\"8.7 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 67-2022 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 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. 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. |
| 18 | \\"8.3 Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. ii) 90 cm equilateral triangle 5.0 4531.0 Each 22655.0 iv) 60 cm equilateral triangle 7.0 3717.0 Each 26019.0 viii) 60 cm circular 6.0 4078.0 Each 24468.0 |
| 19 | \\"8.36 Kilo Metre StoneReinforced 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) (ii) Ordinary Kilometer stone (Precast) 4.0 2131.0 No.s 8524.0 (iii) Hectometer stone (Precast) 14.0 621.0 No.s 8694.0 |
| 20 | 8.38 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads 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. |
| 21 | \\"12.1 A (Page - 58)\\" Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 in I) Ordinary soil B) Mechanical Means i) Up to 3.0m Depth Ordinary Rock B) Mechanical Means (ii) 3 m to 6 m depth 132.675 251.0 cum 33301.0 IV) Hard Rock 132.68 1030.0 cum 136660.0 Recovery of Hard Rock -132.675 100.0 cum -13268.0 |
| 22 | \\"9.1 PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.\\" |
| 23 | 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. |
| 24 | \\"9.2 Laying Reinforced Cement Concrete Pipe NP4/ prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipe NP4 /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.\\"A 1000 mm dia |
| 25 | \\"9.3 Laying Reinforced Cement Concrete Pipe NP4 /prestrssed concrete pipe on first class bedding in Double row.- Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.\\"A 1000 mm dia |
| 26 | \\"9.4 Providing and Laying Reinforced cement concrete pipe NP4 / prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900.A 1000 mm dia |
| 27 | \\"12.3 (Page - 58)\\" Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 28 | \\"12.6 Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (i) Concrete with plant (Drum Type) and placing.B PCC M20 |
| 29 | \\"14.4 Supplying, fitting and placing HYSD bars reinforcement in superstructure complete as per confirming to IS 1786:2000 drawing and technical specifications as per relevant clauses of section 1600.(i) FE 500 |
| 30 | \\"13.8 Back filling behind abutment, wing wall and return wall 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 |
| 31 | \\"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 perapproved 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 of sections 1500, 1700 and Clause 2702 of specifications. |
| 32 | \\"12.35 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. |
| 33 | \\"13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (B) PCC Grade M-20 |
| 34 | \\"13.4 Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.FE 500 |
| 35 | \\"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 in (B) RCC Grade M 25, a)Height upto 5m |
| 36 | \\"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 in (C) RCC Grade M 30 (a) Height upto 5m |
| 37 | \\"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 towardsthe 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. |
| 38 | \\"13.7 Providing weep holes in Brick masonry/Plain/Reinforcedconcrete 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. |
| 39 | \\"14.24 Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 40 | \\"13.16 Providing and fixing in position bituminous paper bearing forslabs as per approved drawing and confirming to IS:1398. |
| 41 | \\"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. |
| 42 | \\"14.19 Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MOST standard drawing 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 |
| 43 | \\"16.4 Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.A Stone/Boulder |
| 44 | \\"16.5 Providing and laying suitable designed Filter material underneath pitching in slopes complete as per drawing and Technical specification. Total - 40339774.75 40339772.82 Say Rs. (in Lacs) : 403.4 1.93 Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R) Sagar Sagar Sagar Superintendent Engineer Chief Engineer P.W.D. Sagar Circle Sagar P.W.D. Sagar Zone Sagar Electrification Work |
| 45 | Poll Shifting Say Rs. (in Lacs) (B): 5.7 Total (A+B) 409.1 Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R) Sagar Sagar Sagar Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (E/M) P.W.D. (E/M) P.W.D. (E/M) Sagar Sagar Sagar Superintendent Engineer Chief Engineer P.W.D. Sagar Circle Sagar P.W.D. Sagar Zone Sagar |
