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| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 |
| 2 | 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) |
| 3 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m |
| 4 | Construction of Embankment with Material Deposited from roadway Cutting. (Construction of Embankment with approved Material Deposited at site from roadway Cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table -300-2 |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.With Grading-I Material |
| 6 | Construction of dry lean cement concrete Subbase 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 be less 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. |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 8 | Ordinary Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) |
| 9 | Hectometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (precast) |
| 10 | Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 11 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. (with manual means in ordinary soil & Depth upto 3m) |
| 12 | Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C. Grade M-15 in Open Foundation) |
| 14 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications Random Rubble Masonry (Coursed/Uncoursed) |
| 15 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Random Rubble Masonary |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Height upto 5m(P.C.C. Grade M-15 in Coping) |
| 17 | Plain/Reinforced cement concrete in substrucutre complete as per drawing and Technical specifications, RCC Grade M20 |
| 18 | Plain/Reinforced cement concrete in substrucutre complete as per drawing and Technical specifications, RCC Grade M25 |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technic |
| 21 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications |
| 22 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 23 | Back filling behind abutment, wing wall, return wallcomplete as per drawing and technicalspecifications. Sandy material |
| 24 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications Random Rubble Masonry (Coursed/Uncoursed) |
| 25 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Random Rubble Masonary |
| 26 | Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification |
| 27 | Goods & Service Tax (G.S.T.) - |
| 28 | Labour Cess - Please Enable Macros to View BoQ information |
