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| 1 | Item Description |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means. In area of non-thorny jungle |
| 3 | AR to Bhandara Km 0/00 to 3/00 |
| 4 | Ghata to Palla Km 0/00 to 3/500 |
| 5 | AR Sablana via Chicharwari |
| 6 | CC road in Various Village Portions on Kaman Jurhera Road |
| 7 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means. Bituminous Courses & Granular Courses |
| 8 | AR to Bhandara Km 0/00 to 3/00 |
| 9 | Ghata to Palla Km 0/00 to 3/500 |
| 10 | AR Sablana via Chicharwari |
| 11 | CC road in Various Village Portions on Kaman Jurhera Road |
| 12 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50m as per MoRTH Specification Clause 305.3 |
| 13 | AR to Bhandara Km 0/00 to 3/00 |
| 14 | Ghata to Palla Km 0/00 to 3/500 |
| 15 | AR Sablana via Chicharwari |
| 16 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 5 Km as per MoRTH Specification Clause 305.3 |
| 17 | CC road in Various Village Portions on Kaman Jurhera Road |
| 18 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading I Material. |
| 19 | AR to Bhandara Km 0/00 to 3/00 |
| 20 | Ghata to Palla Km 0/00 to 3/500 |
| 21 | AR Sablana via Chicharwari |
| 22 | CC road in Various Village Portions on Kaman Jurhera Road |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate. By Mechanical Means |
| 24 | AR to Bhandara Km 0/00 to 3/00 |
| 25 | Ghata to Palla Km 0/00 to 3/500 |
| 26 | AR Sablana via Chicharwari |
| 27 | CC road in Various Village Portions on Kaman Jurhera Road |
| 28 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 29 | AR to Bhandara Km 0/00 to 3/00 |
| 30 | Ghata to Palla Km 0/00 to 3/500 |
| 31 | AR Sablana via Chicharwari |
| 32 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 33 | AR to Bhandara Km 0/00 to 3/00 |
| 34 | Ghata to Palla Km 0/00 to 3/500 |
| 35 | AR Sablana via Chicharwari |
| 36 | Providing anProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - IIBy Mechanical Means (ii) Bitumen (VG-30) |
| 37 | AR to Bhandara Km 0/00 to 3/00 |
| 38 | Ghata to Palla Km 0/00 to 3/500 |
| 39 | AR Sablana via Chicharwari |
| 40 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means. Case - II:Type B (ii) Bitumen (VG-30) |
| 41 | AR to Bhandara Km 0/00 to 3/00 |
| 42 | Ghata to Palla Km 0/00 to 3/500 |
| 43 | AR Sablana via Chicharwari |
| 44 | Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 45 | AR to Bhandara Km 0/00 to 3/00 |
| 46 | Ghata to Palla Km 0/00 to 3/500 |
| 47 | AR Sablana via Chicharwari |
| 48 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 49 | CC road in Various Village Portions on Kaman Jurhera Road |
| 50 | Add Extra for dowel bar for cement concrete pavement as per drawing and MoRD specification clause 1501 (Dowl bar 25m dia) |
| 51 | CC road in Various Village Portions on Kaman Jurhera Road |
| 52 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade \"D\" (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of \"L\" shape \"U\" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km lead: Up to 115mm thick |
| 53 | CC road in Various Village Portions on Kaman Jurhera Road |
| 54 | Bedding for Pipe Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 2904 (i) |
| 55 | AR to Bhandara Km 0/00 to 3/00 |
| 56 | Ghata to Palla Km 0/00 to 3/500 |
| 57 | AR Sablana via Chicharwari |
| 58 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia |
| 59 | AR to Bhandara Km 0/00 to 3/00 |
| 60 | Ghata to Palla Km 0/00 to 3/500 |
| 61 | AR Sablana via Chicharwari |
| 62 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 63 | Ordinary Kilometer Stone (Precast) |
| 64 | AR to Bhandara Km 0/00 to 3/00 |
| 65 | Ghata to Palla Km 0/00 to 3/500 |
| 66 | AR Sablana via Chicharwari |
| 67 | 200 m stone (precast) |
| 68 | AR to Bhandara Km 0/00 to 3/00 |
| 69 | Ghata to Palla Km 0/00 to 3/500 |
| 70 | AR Sablana via Chicharwari |
| 71 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board |
| 72 | AR to Bhandara Km 0/00 to 3/00 |
| 73 | Ghata to Palla Km 0/00 to 3/500 |
| 74 | AR Sablana via Chicharwari |
| 75 | CC road in Various Village Portions on Kaman Jurhera Road |
| 76 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 77 | AR to Bhandara Km 0/00 to 3/00 |
| 78 | Ghata to Palla Km 0/00 to 3/500 |
| 79 | AR Sablana via Chicharwari |
| 80 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 81 | AR to Bhandara Km 0/00 to 3/00 |
| 82 | Ghata to Palla Km 0/00 to 3/500 |
| 83 | AR Sablana via Chicharwari |
| 84 | CC road in Various Village Portions on Kaman Jurhera Road |
| 85 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 86 | AR to Bhandara Km 0/00 to 3/00 |
| 87 | Ghata to Palla Km 0/00 to 3/500 |
| 88 | AR Sablana via Chicharwari |
| 89 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 90 | AR to Bhandara Km 0/00 to 3/00 |
| 91 | Ghata to Palla Km 0/00 to 3/500 |
| 92 | AR Sablana via Chicharwari |
| 93 | CC road in Various Village Portions on Kaman Jurhera Road |
