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| 1 | Eartwork in excavation in foundation trenches in hard soil (vide classification of soil item-A) and disposal of excavation earth as obtained to a distace up to 50m including all lifts levlling ramming the foundation trenches removing roots trees surbs all complete as per approved designed specification and direction of E/I |
| 2 | Constructin of sub- Grade and shoulder as per direction of E/I |
| 3 | Proving coarse clean sand in fillig in foundation trenches or in plinth includding ramming and watering in layes not exceeding 150mm thickwith all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per approved designed Building specification and direction of E/I ( mode of Measurement of compacted volume). |
| 4 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level |
| 6 | Providing rough dressed random rubble masonry in cement mortar in C.M(1:4)in foundation with aproved quality of coarse sand of requisite F.M (2.5 TO 3.0)washed and screened with raking out joints curing, taxes and royalty all complete as per specication and direction of E/I. |
| 7 | Providing rough dressed random rubble masonry in cement mortar in C.M(1:4)in super structure with aproved quality of coarse sand of requisite F.M (2.5 TO 3.0)washed and screened with raking out joints curing, taxes and royalty all complete as per specication and direction of E/I. |
| 8 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. (2.5to 3.0) including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 9 | Supplying of 600 mm dia NP3 Hume pipe, taxes and royalty with all complete as per specification and direction of E/I WRD page no-85 SL.NO-13 M-301 |
| 10 | Labour for laying ,fitting and fixing 600 mm dia hume pipe with collors in line level and grade providing approved,as well as jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/l. |
| 11 | Earth work in back filling in foundation trenchs or in plinth or in flankas of the road in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within lead of 50 M and lift of 1.5 M all complete as per building specification &direction of E/I |
| 12 | Earth work in back filling in foundation trenchs or in plinth or in flankas of the road in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within lead of 50 M and lift of 1.5 M all complete as per building specification &direction of E/I |
| 13 | Earth work in back filling in foundation trenchs or in plinth or in flankas of the road in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within lead of 50 M and lift of 1.5 M all complete as per building specification &direction of E/I |
| 14 | Carriage of Materials |
| 15 | Boulder14 km(p)+1km(k) |
| 16 | np3 h.pipe |
| 17 | Cement |
| 18 | Stone chips |
| 19 | Brick |
| 20 | G.S.T @ 18% |
| 21 | LABOUR CESS @ 1% Please Enable Macros to View BoQ information |
