| 1 | 1 | ROAD WORK :\nClearing and grubbing road land : (Clearing and grubbing including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or octioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness.)as per morth specification 201.\n(i) By manual means \n(A) In area of non thorny jungle \n | | 0.587 | Hect. |
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| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.\n (I) Private Land | | 2246.14 | cum |
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| 3 | 3 | 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 1000 m as per Technical Specification Clause 303.1.\n (I) Private Land | | 354.25 | cum |
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| 4 | 4 | Granular Sub Base with well graded material (table 400.1)\n(A) By mixed in place method\nConstruction of Granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification clause 401.\n(ii) For grading II material | | 303.858 | cum |
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| 5 | 5 | WBM Gr.-III Using stone screening Type-B. 11.2mm for Gr.-III. Water Bound Macadam (Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hard packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fillup the interstices of coarse aggregate watering and compacting to the reqd. density grading 3 as per Technical Specification clause 405.\nA. By Manual means\n(ii) For grading III material | | 182.315 | cum |
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| 6 | 6 | Inter locking concrete Block pavement\nProviding and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete. | | 2430.86 | sqm |
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| 7 | 7 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202.\ni) By Manual Means\nB) Cement concrete\n | | 65.363 | cum |
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| 8 | 8 | RCC BOX CULVERT:\nExcavation 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.\nI. Ordinary soil A. Manual Means \n(b) 'With dewatering (3 m to 6 m depth ) | | 266.96 | cum |
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| 9 | 9 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | | 8.5 | cum |
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| 10 | 10 | PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | | 15.147 | cum |
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| 11 | 11 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser (A) RCC Grade M25., Case - I , Using Concrete Mixer (i) For solid slab super-structure, a. Height upto 5m | | 164.625 | cum |
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| 12 | 12 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications\n(b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) | | 12.602 | MT |
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| 13 | 13 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | | 6.12 | cum |
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| 14 | 14 | Drainage Spouts complete as per drawing and Technical specification | | 6 | Nos |
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| 15 | 15 | Providing concrete for plain / reinforced cncrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. (III) P.C.C. grade M20 Nominal mix (1:2:4) | | 5.875 | Cum |
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| 16 | 16 | 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 specification. | | 24 | Nos |
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| 17 | 17 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. A. With crushed stone. III. PCC Grade M20 | | 53.07 | cum |
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| 18 | 18 | Curtain wall complete as per drawing and Technical specification. A. With crushed stone III. Cement concrete Grade M15. | | 32.252 | cum |
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| 19 | 19 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. | | 58.464 | cum |
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| 20 | 20 | HP 600 mm DIA:\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | | 14.622 | cum |
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| 21 | 21 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | | 1.44 | cum |
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| 22 | 22 | Bedding of pipe\nGranular Material | | 3.229 | cum |
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| 23 | 23 | Providing concrete for plain / reinforced cncrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. (III) P.C.C. grade M20 Nominal mix (1:2:4) | | 11.43 | cum |
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| 24 | 24 | Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. | | 7.5 | RM |
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| 25 | 25 | Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 \n(iv) 80cm×60cm rectangular | | 2 | m |
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| 26 | 26 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | | 14 | No. |
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| 27 | 27 | Foundation Stone:\nConstruction of Foundation Stone with Brick masonry work in cement mortar including plastering with cement mortar (1:4), 15 mm thick on brick work and painting with 2 coats of water based cement paint and fixing black colour granite plate on brick work of size 1067 mm x 762 mm (3'6\" x 2'6\") with necessary letter writting (golden coloured) in groves on Granite plate, boundary and logo of required size and numbers as desired by the Department and as per drawing and as directed by the Department including providing with pandal of size 60' x 40' with dias, arrangement of table & VIP chair 10 (ten) nos. and plastic chair 200 (two hundred) nos., electric generator, temporary arrangement of fan and lighting, sound system etc. as desired by the department required for Foundation Stone Laying Ceremony for public meeting to be addressed by VIPs with supply of package drinking water and refreshment etc. | | 1 | no |
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