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| 1 | 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 |
| 2 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002.Mechanical Means |
| 3 | Removal of blown sand including taking out and disposal of excavated material with lead up to 50Mtr. and lift up to 1.5 Mtr disposed soil to be levelled and neatly dressed. |
| 4 | 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 IIIMaterial |
| 5 | 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 & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken AggregateBy Manual Means |
| 6 | Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadams pecification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to there quired density Grading2 as per MoRTH Specification Clause404. using Crusher borken aggregate Using Crusher Broken AggregateBy Manual Means |
| 7 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 |
| 8 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specificationClause 3004.2 |
| 9 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil. Upto 3 m depth |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 11 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. |
| 12 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 13 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 14 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil (i) Upto 3 m depth |
| 15 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 16 | Brick masonry work in ement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:4 cement mortar |
| 17 | Plastering with cement mortar (1:4) ,15mm thick on brick work in substructure as per MoRTH specification Clauses 1312.4 & 2200 |
| 18 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category \"C\" : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 |
| 19 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. |
| 20 | 600 mm equilateral triangle |
| 21 | 600 mm circular |
| 22 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 23 | Marking Centre Line and stop lines etc. on road as per IRC pattern withthermoplasticpaintofapprovedqualityandmakewith8% 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. |
| 24 | ProvidingandfixingPVCBumpSpeedBreakerssize350mmx250mmx50mmfittedwithkeyhookscompletewithlabour material and traffic diversion arrangements. |
| 25 | White washing two coats on parapet walls and tree trunks including preparationofsurfacebycleaningscrapingetc.asperMoRTHspecifications Clause 800 |
| 26 | Supplying&FixingofCat’sEyemadeofaluminiumalloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 27 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRTH Specification Clause 803 |
| 28 | 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 |
| 29 | Ordinary Kilometer Stone (Precast) |
| 30 | 200 m stone (precast) |
| 31 | 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 2905.600 mm dia |
| 32 | Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications. |
| 33 | Ordinary Kilometre Stone |
| 34 | Traffic Sign Boards (cautionery, mandatory & informatory) |
| 35 | Direction & Place Identification sign boards including painting of posts. |
| 36 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. |
| 37 | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3 days period including removal and cleaning the site complete in all respect. |
| 38 | Supply of readymade cold bituminous mixture for pothole patching in potholes in accordance with IRC:116-2014 specifications with IRC: 116-2014 spccifications with 5.6% MC-800 Cut back Bitumenand suitable anti stripping agent with all lead and lift in 50 kg plastic lined sturdy bags complete in all respect as per direction of engincer-in- charge including all transportation, stacking & taxes etc |
| 39 | Placing and compacting readymade cold bituminous mixture in potholes duly prepared in accordance with IRC:116-2014 with Specifications with all lead and lift for placement at site complete in all respect as per Direction of Engineer-in-charge including all taxes etc. |
| 40 | Conducting Traffic Census at Traffic Count Station including collection of data during census, tabulation and computerised information preparation arrangement of lighht, furniture for sitting of two persons, installation and maintenance of tent materials, banners sign boards etc. during census engagement of at least metric educated two persons per shift of eight hours etc. complete as directed by Engineer-in-charge for a period of seven days. |
