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| 1 | Dismantling of existing structures like culverts bridges, retaining walls and other structures comprising of masonry, cement concrete , woodwork,steel work including T&P and scaffolding wherever necessary , sorting the dismanted material, disposal of unserviceable material and stacking serviceable materials with all lifts and lead of 1000 metre, in cement mortar. |
| 2 | Scraping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry . |
| 3 | E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtainedto a distance up to 50m and average liftof 1.5 M including levelling , ramming the foundation trenches removing the roots or shrubs etc. all completeas per specification and direction of E/I. |
| 4 | E/W in excavation of foundation trenches in proper section hard rock(vide classification of soil item D) (non-blastting zone) with chisel and hammer with disposal of excavated rock to adistance up to 30m and lift of 1.5M in proper stack including levelling , dressing of foundation trenchesall complete as per specification and direction of E/I. |
| 5 | Providing coarse clean sand in filling 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 | Plain /Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC grade M15 using batching plant & manual placing. |
| 7 | Providing 25mm thick cement plaster 1:4 with clean coarse sand ofF.M( 1.5 )including screening, curing withall leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 8 | Supplying, fitting and fixingcopper strip of16 gauge of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I 3.77kg/m copper, total length10.5 incl.lap |
| 9 | Supplying, fitting and fixing rubber seal(water stop) of approved quality for construction joints complete job as per specification and direction of E/I |
| 10 | Supplying, fitting and placing uncoated HYSD bar reinforcement in FOUNDATION complete as per drawing and technical specifications |
| 11 | Providingrandom rubble stone masonary in c.m.(1:4) in foundation and plinth with hammer dressed stone of less than 0.03 cum in volume and clean coarse sand of FM2 to 2.5including cost of screening , raking out joints to 20mm depth , curing taxes and royalty all complete as per specification and direction of E/I |
| 12 | providing Rough dressed coarse stone masonary in c.m.(1:4) in superstructure do-do-as per specification and direction of E/I |
| 13 | Earthwork in filling foundation trenches or back filling ofstructuresin layers not exceeding 150mm thick well watered , rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placedin a suitable profile within a lead of 30m andlift of 1.5m complete job as per specification and direction of EI. |
| 14 | providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I |
| 15 | supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including thecost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I |
| 16 | Plain /Reinforced cement concrete in Sub-Structure complete as per drawing and technical specifications. PCC grade M15 using batching plant & concrete pump. |
| 17 | Earth work in filling for the maintenance of canal having a minimum full supply discharge more than 28cumecs(1000 cusecs) and flood embankment inordinary soil (vide classification of soil item-A) including clodbreaking having earth in 225mm layer and rough dressing of soil with initial lead of 10M and liftof 1.5M as per specification and direction of E/I .(Specification revised vide T.E.C letter No. 63 dated 7.10.94) |
| 18 | carriage of materials |
| 19 | stone chips,45KM |
| 20 | sand,45KM |
| 21 | cement ,35KM |
| 22 | steel,35KM |
| 23 | Boulder, 18KM |
| 24 | 18% GST |
| 25 | Add 1% Labour Cess |
