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| 1 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and remoIIng as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 2 | Earthwork in excavation of foundation trenches of drains an all sorts of soils ( including mixed soils but excluding laterite or sand stone ) including removing, spreading or stacking the spoils within a lead of 75 mtr. as directed.item includes neccessary triming the side of trenches levelling dressing and ramming the bottom bailing out as required complete depth of excavation not exceeding 1.50mtr. |
| 3 | Earthwork in filling in foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc. layer by layer complete. ( Payment to be made on the basis of mesurement of finished quantity of work) |
| 4 | Cement concrete with graded stone ballast(40 mm size, excluding shuttering )( 1:3:6)-( N.B. Variety Stone Metal) |
| 5 | Reinforcement ( for RCCworks) in all sorts of structure including distribution bars,stirrups,binders etc. including supply of bars,initial straightening and removal of loose rust if necessary cutting to requisite length hooking & bending to corrrect shape placing in proper position and binding with 16 swg black annealed wire at every intersection complete as per drawing & direction. (a)(i) Tor steel/ Mild steel( TATA,SAIL) |
| 6 | Hire & Labour charges for shuttering with centering and necessary staging upto 4 mtr. Using approved stouts props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns,lintels including fitting fixing and striking out after completion of work .(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Without staging |
| 7 | Cement concrete M 15(mix) ( 1:2: 4) with 20 mm down graded stone chips excluding shutering and reinforcement if any as per IS 456-2000(River Bazaree/N.Bvariety stone chips) |
| 8 | Rubble masonry in cement mortar (1:6)with dressed stone from approved quarries and clean,coarse and washed sand including carriage of all materials to site…..( a) 1:6…………. |
| 9 | Plum concrete work with 40%cement concrete with 30mm down graded stone metal and 60%stone boulder to size 150 mm and above placed in position as directed excluding shuttering if any. (1:3:6) proportion |
| 10 | Plaster ( to wall,floor,ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints , including throating , nosing and drip course, scaffolding/staging where necessary. -i)20mm thickplaster - 6:1 |
| 11 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]. A. 10 Kg / Sq.Cm. (Working Pressure)Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting renches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. Payment will be made on centre line measurement of the total pipeline including specials) (B) Under Ground. - 20mm |
| 12 | 15 mm |
| 13 | Supply and laying of 15 mm NB 20mm ODHDPE (PE-100,PN 16) pipe with all acessories, special, 1.0 meters below the ground will be made on actual measurment basis. |
| 14 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). PIPE DIA.20 mm |
| 15 | 25mm |
| 16 | Supply Polythene Bib Cock/stop Cock with plastic inlet (EMCO/ATLAS) OR Equivalent 15mm. |
| 17 | GST 18 % |
| 18 | Labour Welfare Cess 1% |
