|
| 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 | Tikar Diwer Road Km 4/0 to 14/00 |
| 3 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 4 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 5 | Tikar Diwer Road Km 4/0 to 14/00 |
| 6 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 7 | 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.) all lead & lift |
| 8 | Tikar Diwer Road Km 4/0 to 14/00 |
| 9 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 10 | primer coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity ) |
| 11 | Tikar Diwer Road Km 4/0 to 14/00 |
| 12 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 13 | tack coat 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 Technical Specification Clause 50 |
| 14 | Tikar Diwer Road Km 4/0 to 14/00 |
| 15 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 16 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) VG - 30for GradingII(19 mm nominal size) |
| 17 | Tikar Diwer Road Km 4/0 to 14/00 |
| 18 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 19 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum / Sqm either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60tonnes/hour . |
| 20 | Tikar Diwer Road Km 4/0 to 14/00 |
| 21 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 22 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Itemof Open graded Premix Carpet@ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of Morth Specifications) |
| 23 | Tikar Diwer Road Km 4/0 to 14/00 |
| 24 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 25 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - III : Type C (Providing and laying of premixseal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30 |
| 26 | Tikar Diwer Road Km 4/0 to 14/00 |
| 27 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 28 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 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 as approved, curing compound, finishing to lines and grades as per drawing ) |
| 29 | Tikar Diwer Road Km 4/0 to 14/00 |
| 30 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 31 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle |
| 32 | Tikar Diwer Road Km 4/0 to 14/00 |
| 33 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 34 | Direction and Place Identification signs upto 0.9 Sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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) |
| 35 | Tikar Diwer Road Km 4/0 to 14/00 |
| 36 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 37 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc |
| 38 | Ordinary kilometer stone (precast) |
| 39 | Tikar Diwer Road Km 4/0 to 14/00 |
| 40 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 41 | Hectometer stone (Precast) |
| 42 | Tikar Diwer Road Km 4/0 to 14/00 |
| 43 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 44 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) |
| 45 | Tikar Diwer Road Km 4/0 to 14/00 |
| 46 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 47 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915 |
| 48 | Tikar Diwer Road Km 4/0 to 14/00 |
| 49 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 50 | Excavation for Structures (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.) Ordinary rock (not requiring blasting) Mechanical Means |
| 51 | Tikar Diwer Road Km 4/0 to 14/00 |
| 52 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 53 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 54 | Tikar Diwer Road Km 4/0 to 14/00 |
| 55 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 56 | Stone masonry work in cement mortarin foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4 |
| 57 | Tikar Diwer Road Km 4/0 to 14/00 |
| 58 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 59 | Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material 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 . ) 1000 mm dia |
| 60 | Tikar Diwer Road Km 4/0 to 14/00 |
| 61 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 62 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 63 | Tikar Diwer Road Km 4/0 to 14/00 |
| 64 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 65 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 |
| 66 | Tikar Diwer Road Km 4/0 to 14/00 |
| 67 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
| 68 | 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 |
| 69 | Tikar Diwer Road Km 4/0 to 14/00 |
| 70 | SH - 56 Suliya to Balak Nathji ki Dhuni 0/0 to 2/200 |
