EXTENTION OF ESCAPE AT RD 112700 MTR OF KANDI CANAL STAGE 2

Amount

Excavation by mechanical means(JCB or Hydraulicexcavator) intrenchesforpipelines with straight or open cutting in streets or openarea including trimming anddressing sides levellingof bedsof trenches tocorrect grade, cutting joint holes, refilling consolidation,watering, including thecost of dewateringof rainwater,diversionfor traffic, night signals. providing & fixing caution boards, crossingover trenches foraccess to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the towninvolving leadupto 15 meter completein all respect.(Sheet attached)

a Earth work upto 1.5 m. Depth for

ii ForOrdinarysoil having gravel upto 40%

b Exceeding 1.5mdepth but not exceeding 2.25 m depth

ii ForOrdinarysoil having gravel upto 40%

Exceeding 2.25 m depth upto 3.00 m depth

Exceeding 3.00 m depth upto 4.5 m depth

Exceeding 4.5 m depth upto 6.0 m depth

Exceeding 6 m depth upto 7.5 m depth

Reinforced cement concrete M-25 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth(Sheet attached)

Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.(Sheet attached)

Reinforced cement concrete M-30 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth (Sheet attached)

Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type (Sheet attached)

Cement concrete 1:2:4 with stone ballast or shingle mixing by mecahnical means using concrete mixer by volumetric type(Sheet attached)

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber jointandcuttingof reinforcedcement concrete spigot and socketed pipes and specialswithrubber ring ISImarekdasper IS code IS458-2003 into trenches for all depths and layingout the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.Thepipesshall rest on thebeds atall jointsthroughtheir lengthsandfixingof rubber ring, facing, testing the pipes for leakageandmakinggoodthesame leakage andalldefectstotheentiresatisfactionof the Engineer-in-charge including all cartage etc

R.C.C. Pipe NP -3

1000mm i/d pipe

Cold twisteddetormed (Ribbed/ Tor steel)Bars (Fe500gradeasper IS1786-2008) , forR.C.C works,wherenot includinginthecompleterateof RCC including bending and binding placing in position complete (Sheet attached)

Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bed plates, shelves etc.(Sheet attached)

Compensation for IOCL pipeline

OBEROI TUBEWELL BORING CO (BID ID -607796)

Star construction company (BID ID -605819)