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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Construction of sub-grade 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 | Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material |
| 4 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position , vibrating, striking, curing,taxes and royality all complete as per building specification and direction of E/I. |
| 5 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. |
| 6 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 7 | Earth Work in excavation in foundation trenches in ordinary soil (vide classification of soil item –A & B) and disposal of excavated earth as obtained to a distance up to 50 M. – do- do-all complete as per approved design,building specification and direction of E/I. |
| 8 | Providing coarse clean sand in filling in foundation trenches or in plinth including – do- do- all complete as per building specification and direction of E/I |
| 9 | Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) |
| 10 | Providing and laying P.C.C M15 with nominal mix of (1:2:4) in foundation ..do..do..E/I. |
| 11 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specific-ation and direction of E/I. |
| 12 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specific-ation and direction of E/I. |
| 13 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M. wished and -do-do- all complete as per specification and direction of E/I |
| 14 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specification and direction of E/I. |
| 15 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications |
| 16 | Providing designation 75B one brick flat soling– do- do- all complete as per building specification and direction of E/I |
| 17 | Providing P.C.C.M150 in Nominal mix of (1:2:4) in foundation with approved quanlity of stone chips 20mm to 6mm size graded – do- do- all complete as per building specification and direction of E/I. |
| 18 | Laying fitting and fixing NP2hume Pipe 600MM dia in line level and graded as well as providing approved jointing materials and joint-do-do- all complete as per specification and direction of E/I |
| 19 | Supplying NP2hume Pipe 600mmdia -do-do- all complete as per specification and direction of E/I |
| 20 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item –A) and disposal of excavated earth as obtained to a distance up to 50 M. – do- do-all complete as per approved design,building specification and direction of E/I. |
| 21 | Fillirrg in foundation trenches and plinth in layers notexceeding 150 mm thick wellwatered, rammed, fully compacted and fine dressed with earth obtained after cutting withtn a lead of 50 ltl and lift of 1.5 M all complete as per building specification ancj clirection of E/l |
| 22 | Carriage of materials to worksite by any mechanical means including loading at querrysite / godown and unloading at worksite including all taxes, cost of labour, fuel, lubricants etc. all complete as as per building specification and direction of E/I.I. Cement Lead (15Km) |
| 23 | II. Sand Lead (25Km) |
| 24 | III. Stone chips Lead (80 Km) |
| 25 | IV.Stone Metal Lead (80Km) |
| 26 | V.Stone Boulder Lead (80Km) |
| 27 | VI.Bricks Lead (45Km) |
| 28 | VII.Hume Pipe Lead (55Km) |
| 29 | Add 18 % GST |
| 30 | Add 1% LC Please Enable Macros to View BoQ information |
