Improvements to the side drain facilities to the internal streets of Nethaji Nagar_III in Uppalam Constituency.

Amount

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil

Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns

12 mm cement plaster of mix 1:5 (1 cement : 5 fine sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more

Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS : 1838 , including cost of primer , sealing compound in expansion joints

Steel work welded in built up sections /framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works

Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate

Providing and laying 60mm thick factorymade cement concrete interlocking paverblockof M-30 grade made by block making machine with strong vibratory compaction and of approved size and design /shape laidin required colour and pattern over andincluding 50mm thick compacted bed ofcourse sand, filling the joints with coarsesand etc.fillng the joints with course sandetc.all complete

Fabrication, supply and fixing of village/ informatory name board of size1.06mts x0.61mts. The width of board is tapered at 0.80mts upto 1.06mts to give the triangular shape at one end with high intensity refelective sheeting of required colour encapusalted on alumium sheets of not less than 2mm thick suitably supported and framed with 25mm x25mmx3mm AISI 316grade stainless steel angle and the board frame is supported alround AISI 316 grade stainles steel pipe of 38mmdia (outer dia 2mm wall thickness) . The village name/street names, lettering and symbols will be provided by High intensity grade white sheeting. The Board is supported by Two Nos. of 63 mm dia post S.S pipes for 2.0mts height with same dia. Dummy plate arrangement at the top. The board frame and post pipes are welded byTig welding with necessary polishing etc.,and M.S.pipes of 50mm dia for a length of 35cm will be welded at the bottom of the posts and fixed in a ground pit of size 0.45x0.45x0.5mts with P.C.C 1:2:4. Rate includes all the materials, S.S. welding, grinding, polishing fabrication charges, conveyance etc., including Earth work and P.C.C charges, complete.

Disposal of debries including loading, unloading and conveyance to low lying areas within 2km lead as directed by the Engineer in charge.