Construction of Pudu Nagar drain from Golden Avenue to Vivekananda Nagar 2nd Main road-Reach-I.

Amount

Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including head load, pumping out any type of water or liquid mud due to stagnation /flowing/seepage and also working in unhygienic and in or under foul/slush condition, in or under water and/or liquid mud including getting out and disposal of excavated earth, slush/mud all leads upto 50m and lifts upto 1.5m depth below or above ground level / Bed level etc., complete all as directed by the Engineer-in-charge. - All kinds of soil.

Close timbering over areas including strutting, shoring and packing cavities (wherever required ) etc. Complete (measurements to be taken of the face area timbered) . Depth not exceeding 1.5m. The rate includes pumping out any type of water or liquid mud due to stagnation /flowing / seepage and working in foul/slush condition in or under water and / or liquid mud, etc., complete all as directed by the Engineer-in-charge - using steel sheets with M.S frames.

Close timbering over areas including strutting, shoring and packing cavities (wherever required ) etc. Complete (measurements to be taken of the face area timbered) . Depth exceeding 1.5m but not exceeding 3.0m. The rate includes pumping out any type of water or liquid mud due to stagnation /flowing / seepage and working in foul/slush condition in or under water and / or liquid mud, etc., complete all as directed by the Engineer-in-charge - using steel sheets with M.S frames.

Demolishing brick work, manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead in cement mortar. The rate includes head load pumping out any type of water or liquid mud due to stagnation / flowing seepage and working in foul / slush condition in or under water and / or liquid mud etc., complete all directed by the Engineer-in-charge

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead nominal concrete 1:3:6 or richer mix (i/e equivalent design mix). The rate includes head load pumping out any type of water or liquid mud due to stagnation / flowing / seepage and working in foul / slush condition in or under water and / or liquid mud etc., complete all directed by the Engineer-in-charge.

Supplying and filling with quary dust in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete. The rate includes all lead and lift head load, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul/slush condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.

Extra for providing and mixing ordinary Portland cement 43 grade of approved brand and manufacture in quary rubbish / stone dust at the rate of 3 bags of cement per cum of quary rubbish / stone dust mixing in a mechanical mixer. The rate inclusive of all lead and lift etc., completed as directed by the Engineer-in-charge.

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse M-sand : 8 graded stone aggregate 40mm nominal size). in foundation at all level of above/below ground level. The rate includes all head load, lead, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul / slush condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.

Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns etc., The rate includes all head load, lead, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working under foul condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.- Using steel sheets with MS frames.

Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. The rate includes all head load, lead, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working under foul condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.- Using steel sheets with MS frames.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Reinforced cement concrete m-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position.

Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL/JSW) Fe - 415 or more

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)

Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes - 110 mm diameter

12mm cement plaster finished with a floating coat of neat cement of mix - 1:3 (1 cement :3 fine sand)

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

Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.4 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 200mm dia.

Making of bund wall with HDPE cement bags filled with stone dust/quary rubbish for discharge regulation, breach closing/diversion arrangement. The rate includes head load the cost of empty HDPE bags, cost of stone dust, labour charges for filling the bags and placing in position of its purpose working in or under foul/slush condition ,in or under water and / or liquid mud, including pumping out water as required all as directed by the Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m

Disposal of debries within a lead of 5 KM radius, beyond the initial lead of 50m and filling up in the low luing area as directed by the Engineer - in - Charge

Venkadesan R