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| 1 | Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge |
| 3 | Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 4 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) (a) 150 mm dia(Medium grade) |
| 5 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) (a) 100 mm dia( light grade) |
| 6 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) (a) 80 mm dia( light grade) |
| 7 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) (a) 65 mm dia( light grade) |
| 8 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) (a) 50 mm dia( light grade) |
| 9 | Welding including transportation plant at site etc. complete. By Electric Plant |
| 10 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 11 | Disposal of surplus earth from the site of work to safe side outside Municipal limits 15 km by MT. |
| 12 | Disposal of surplus earth from the site of work to safe side outside Municipal limits 3 km by MT. |
| 13 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge |
| 14 | Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 15 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints 200mm dia pipe |
| 16 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints 150mm dia pipe |
| 17 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200 mm dia. Class II |
| 18 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately).150 mm dia. Class II |
| 19 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 20 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589a)219 mm outer dia of wall thickness 6.3mm weight 33.10kg/m 80.00mtr |
| 21 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329100 mm dia Ductile Iron Class K - 7 Pipes |
| 22 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.100mm dia |
| 23 | Constructing masonry Chamber of specified size, in brick work withcommon burnt clay (non modular) bricks of class designation 7.5 incement mortar 1:4 (1cement :4 coarse sand) and R.C.C. top slab 1:1.5:3mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mmnominal size ) including necessary excavation, foundation concrete1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cementcomplete as per standard design.For sluice valve, with C.I. surface box 100 mm topdiameter, 160 mm bottom diameter and 180 mm deep (inside) withchained lid.Chamber 120x120x100 cm Please Enable Macros to View BoQ information |
