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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Light Jungle |
| 2 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 3 | A/R Bheetpada Km. 0/0 to 4/750 |
| 4 | A/R Lalawada Km. 0/0 to 5/100 |
| 5 | A/R Saliya Km. 0/0 to 1/0 |
| 6 | Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses |
| 7 | A/R Bheetpada Km. 0/0 to 4/750 |
| 8 | A/R Lalawada Km. 0/0 to 5/100 |
| 9 | Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305. |
| 10 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 11 | A/R Bheetpada Km. 0/0 to 4/750 |
| 12 | A/R Bajar Km. 0/0 to 1/700 |
| 13 | A/R Lalawada Km. 0/0 to 5/100 |
| 14 | A/R Saliya Km. 0/0 to 1/0 |
| 15 | Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical meansGrading No.2 (63-45mm) Crusher Broken |
| 16 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 17 | A/R Bheetpada Km. 0/0 to 4/750 |
| 18 | A/R Bajar Km. 0/0 to 1/700 |
| 19 | A/R Lalawada Km. 0/0 to 5/100 |
| 20 | Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical means Grading No.3 (53-22.4mm) Crusher Broken |
| 21 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 22 | A/R Bheetpada Km. 0/0 to 4/750 |
| 23 | A/R Bajar Km. 0/0 to 1/700 |
| 24 | A/R Lalawada Km. 0/0 to 5/100 |
| 25 | A/R Saliya Km. 0/0 to 1/0 |
| 26 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 27 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 28 | A/R Bheetpada Km. 0/0 to 4/750 |
| 29 | A/R Bajar Km. 0/0 to 1/700 |
| 30 | A/R Lalawada Km. 0/0 to 5/100 |
| 31 | A/R Saliya Km. 0/0 to 1/0 |
| 32 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
| 33 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 34 | A/R Bheetpada Km. 0/0 to 4/750 |
| 35 | A/R Bajar Km. 0/0 to 1/700 |
| 36 | A/R Lalawada Km. 0/0 to 5/100 |
| 37 | A/R Saliya Km. 0/0 to 1/0 |
| 38 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade |
| 39 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 40 | A/R Bheetpada Km. 0/0 to 4/750 |
| 41 | A/R Bajar Km. 0/0 to 1/700 |
| 42 | A/R Lalawada Km. 0/0 to 5/100 |
| 43 | A/R Saliya Km. 0/0 to 1/0 |
| 44 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade |
| 45 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 46 | A/R Bheetpada Km. 0/0 to 4/750 |
| 47 | A/R Bajar Km. 0/0 to 1/700 |
| 48 | A/R Lalawada Km. 0/0 to 5/100 |
| 49 | A/R Saliya Km. 0/0 to 1/0 |
| 50 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 51 | A/R Lalawada Km. 0/0 to 5/100 |
| 52 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) |
| 53 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 54 | A/R Bheetpada Km. 0/0 to 4/750 |
| 55 | A/R Bajar Km. 0/0 to 1/700 |
| 56 | A/R Lalawada Km. 0/0 to 5/100 |
| 57 | A/R Saliya Km. 0/0 to 1/0 |
| 58 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast) |
| 59 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 60 | A/R Bheetpada Km. 0/0 to 4/750 |
| 61 | A/R Bajar Km. 0/0 to 1/700 |
| 62 | A/R Lalawada Km. 0/0 to 5/100 |
| 63 | A/R Saliya Km. 0/0 to 1/0 |
| 64 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. |
| 65 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 66 | A/R Bheetpada Km. 0/0 to 4/750 |
| 67 | A/R Bajar Km. 0/0 to 1/700 |
| 68 | A/R Lalawada Km. 0/0 to 5/100 |
| 69 | A/R Saliya Km. 0/0 to 1/0 |
| 70 | Mukhya Mantri Sadak Yojana BoardProviding and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme \\" Mukhya Mantri Sadak Yojana \\".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing . |
| 71 | Karji Bridge Approch Road With Retaining Wall Km. 1/800 to 1/900 & 1/950 to 2/100 |
| 72 | A/R Bheetpada Km. 0/0 to 4/750 |
| 73 | A/R Bajar Km. 0/0 to 1/700 |
| 74 | A/R Lalawada Km. 0/0 to 5/100 |
| 75 | A/R Saliya Km. 0/0 to 1/0 |
| 76 | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. BY MECHANICAL MEANS Depth upto 3m |
| 77 | A/R Bheetpada Km. 0/0 to 4/750 |
| 78 | A/R Bajar Km. 0/0 to 1/700 |
| 79 | Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100) |
| 80 | A/R Bheetpada Km. 0/0 to 4/750 |
| 81 | A/R Bajar Km. 0/0 to 1/700 |
| 82 | Stone masonry work in cement mortar 1:6 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]Random Rubble Masonry (coursed/ uncoursed) |
| 83 | A/R Bheetpada Km. 0/0 to 4/750 |
| 84 | A/R Bajar Km. 0/0 to 1/700 |
| 85 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. P.C.C. M-20 grade (Coping) |
| 86 | A/R Bheetpada Km. 0/0 to 4/750 |
| 87 | A/R Bajar Km. 0/0 to 1/700 |
| 88 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height |
| 89 | A/R Bheetpada Km. 0/0 to 4/750 |
| 90 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. PCC M-25 grade Upto 5 mtr. Height |
| 91 | Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] TMT Bars |
| 92 | Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material |
| 93 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 500mm dia |
| 94 | A/R Bheetpada Km. 0/0 to 4/750 |
| 95 | A/R Bajar Km. 0/0 to 1/700 |
| 96 | A/R Saliya Km. 0/0 to 1/0 |
| 97 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300mm dia |
| 98 | A/R Lalawada Km. 0/0 to 5/100 |
| 99 | Plastering 12mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications. |
| 100 | A/R Bheetpada Km. 0/0 to 4/750 |
| 101 | A/R Bajar Km. 0/0 to 1/700 |
| 102 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. |
| 103 | A/R Bheetpada Km. 0/0 to 4/750 |
| 104 | A/R Bajar Km. 0/0 to 1/700 Please Enable Macros to View BoQ information |
