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| 1 | Granular sub-base with close 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 achieved the desired density , complete as per clause 401) for grading -III Material |
| 2 | Providing RCC M 20 in nominal mix (1:1.5:3) in Foundation with approved quality of stone chips 20mm to 6mm size graded and clean course sancl of F.M 2.5 to 3 including screening, Mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per specification and direction Engineer-in-charge |
| 3 | Providing shuttering including stretting propinng etc and its removal after use in foundation as per …do…do |
| 4 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 5 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 6 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering ground level level P.C.C M-200 (1:1.5:3) |
| 8 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 9 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 10 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 11 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 12 | Carriage of materialsa) Cement and ssteel lead 10 km |
| 13 | ii) Sand lead 2+65 km |
| 14 | iii) Stone chips 2+10km |
| 15 | iv) Boulder |
| 16 | iv) Dust (Aggregate for GSB) 2+15km |
| 17 | Good and Services Taxes @ 18% |
| 18 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
