Providing drainage facilities to the 2nd cross streets of Kalki Nagar at Dharmapuri in Indira Nagar Constituency.

Amount

Code No. 2.8.1 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

Code No. 2.10.1.3 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes, cables etc , exceeding 300 mm dia but not exceeding 600 mm

Code No. 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5m , but not exceeding 3 m (Rate is over corresponding basic item for depth upto 1.5metre)

Code No. 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No. 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Code No. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

Code No. 4.3.1 Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns

Code No. 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses , plinth and sting courses , fillets, columns, pillars, piers , abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No. 5.9.2 Centering and shuttering including strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters, butteresses, plinth and string courses etc

Code No. 5.22.6 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

Code No. 10.25.1 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete

Code No. 11.3.1 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

Code No. 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)

Code No. 19.15.2 Providing M.S.foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar

Code No. 32.6.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 450 mm dia.

Code No. 3.3 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

SE Approved rate No. 523/SE-OM/AE(P)/LAD/2016-17 dt.08-03-2017 Fabrication, supply and fixing of Village / informatory name board of size 1.06mts x 0.61mts. The width of the board is tapered at 0.80mts upto 1.06mts to give the triangular shape at One end with High Intensity reflective sheeting of required color encapsulation on aluminum sheet of not less than 2mm thick suitably supported and framed with 25mm x 25mm x 3mm AISI 316 grade Stainless steel angle and the board frame is supported alround with AISI 316 grade stainless steel pipe of 38.10mm dia (outer dia & 2mm wall thickness). The Village names / street names, lettering and symbols will be provided by High Intensity grade white sheeting. The board is supported by Two Nos. of 63.5mm dia post S.S. pipes of 2.0mts. height with same dia Dummy plate arrangement at the top. The board frame and post pipes are welded by Tig welding with necessary polishing etc. and M.S. pipe of 50mm dia for a length of 35cm well be welded at the bottom of the posts and fixed in a ground pit of size 0.45 x 0.45 x 0.50 mts. with P.C.C 1:2:4. Rate including all the materials, S.S. welding, Grinding, Polishing, fabrication charges, Conveyance etc. except Earth work and PCC charges, complete.

EZHILAN B