10.PRICE BID 6.Septic Tank

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    RateBoth figures and in words

    1

    Earthwork excavation in all classes of soils such as hard stiffclay, stiff black cotton, hard red earth, shale’s, murram etc.except hard rock requiring blasting for foundation anddepositing within the campus with a lead of upto 100 meters inlevelled layer with all leads and lifts including cost of all labourmaterials equipment and all other incidental charges like cribs,sheeting, shoring, bracing, providing protective bunds,cofferdams, baling out water and other items which may benecessary or convenient to the successful completion of theexcavation to the bottom of the drain removing of all logs,

    stumps, grubs and other deleterious matter and obstructionincluding trimming bottom of excavation, cost of any cleaninggrubbing removing slips and blows if any and any surplusmaterials which may have to be thrown up during the processof excavation including setting out all labour materials, hire andfuel charges for all tools and plants, equipment, safe guards,and incidental necessary to complete the work and subsequentremoval and cleaning the excavated materials protective bundsand cofferdams etc., as per Standard Specification.

    a) Upto 2.0 Metre depth below average ground level. Cum 50

    b) Beyond 2.0 Metre depth and upto 3.0 Metre depth below

    average ground level. Cum 15

    3Providing and laying of sand filling in layers of 150mm thickincludingwatering and compacting all as per standardspecification.

    cum 3

    4

    Providing and laying plain cement concrete 1:4:8 (one part ofcement,four part of sand and eight part of stone jelly)mix using

    40mm size hard broken blue granite stone jelly for foundationand plinth beam base all as per standard specification.

    Cum 3

    ELECTRONICS CORPORATION OF TAMILNADU LTDPROPOSED DATA CENTRE AT PERUNGUDI

    (6)SEPTIC TANK. 20 KL-ESTIMATES

    .No Description Unit Qty Amount (Rs)

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    5

    Providing & laying cast-in-situ controlled reinforcedconcrete of the following grades using 20 mm and down sizecoarse graded machine crushed hard stone aggregateincluding designing the mix, weigh batching, mechanicalmixing, transporting and placing at all lifts, vibrating,

    consolidating, curing and finishing smooth as required allexposed faces, complete for the following RC structural andother elements including centering, shuttering, form work eitherstraight, curved, plain, tapered or sloped, supplying and mixingadmixtures, dewatering wherever necessary, the cost of allcomplete materials, labour, all leads and lifts, tools, plant andmachineries, hire and fuel charges and all other incidentalcharges etc

    Specifications, drawings and as directed, but excluding steelreinforcement, IRC mesh, insert plates which will be paid for

    separately under relevant items.The rates quoted shall holdgood for all foundations at any depth, flooring, all floors,heights, levels, elevation, below ground level, basement,trenches, pits, tunnels etc. The designing of concrete mix fordifferent grades of controlled concrete should be done inaccordance with latest IS - SP 23. (Hand book on concrete mixdesign) in the field laboratory and the same should be gotapproved by the Engineer. Grade of concrete for all concreteworks specified in BOQ should be invariably followed :

    M-30Grade :

    a upto Ground lvl cum 8

    6

    Providing and erecting centering for all RCC members withsteel centering sheets/ plywood sheets, including struttingpropping etc. as required and de-centering after the specifieddates for the concerned RCC members and clearing out all thecentering materials etc, complete all as per standardspecification.

    a for Plain surfaces & Slabs at all levels sqm 20

    7

    Providing and construction of Brick work in cement mortar1:5(one part of cement and five part of sand ) using chamber

    burnt bricks of size 9” x 4½“ x 3” for pump room insuperstructure including curing etc. as per standardspecification.

    cum 2.2

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    Cement Concrete Solid Block Masonry in cementmortar 1:5 ( one cement and five coarse sand ) 400 mmthick upto Plinth level using precast machine mouldedblocks at all levels using standard size of 390 x 190 mmof solid cement concrete blocks with minimumcompressive strength of 50Kg/Sq.cm conforming to IS2185 or equivalent BS including all scaffolding, staging,curing, and all leads etc. complete and as directed bythe department officers/Architect.

    Cum 11

    8

    Providing and plastering with cement mortar 1:3(one part ofcement and three part of sand), 12mm thick for the interiorfaces of brick wall all as per standard specification. sqm 70

    9

    Providing and plastering with cement mortar 1:4 (one part ofcement and four part of sand), 15mm thick for the exteriorfaces of brick wall all as per standard specification. sqm 5

    10

    Supply, fabricate by straightening, cutting, bending to size,place in position and tie with 18G binding wire for steelreinforcement for all RCC works using RTS bars of Fe 500grade for steel reinforcements all as per standard specification

    MT 3

    11

    Supplying and f ixing heavy duty CI manhole frame and coverfor clear opening size 600 x 600 mm including painting with twocoats of anticorrosive paint over a coat of primer etc.

    Each 2

    12

    Supplying and fixing in position encapsulated PVC Rungs asper the design approved by Architect / Engineers Sizes, 25mmThick x 175 mm wide x 265 mm length inside 12mm Steel rod.U shaped bent including fixing in position, transportation in theUG Sump tank with necessary civil.

    Each 12

    13

    Providing and fixing PVC air vent pipe of specified diabelow and approved make as water down take pipe withall with special PVC clamps , necessary bends andshoes,bends,elbows,anchor bolts and all other specials,accessories and joints with solvent cement solution

    accordin to manufacturer’s s ecification.110mm dia (6kg/sqm class for Air vent pipe with 1.2m long110mm pipe and two numbers of 110mm dia pvc bends/elbowfor single unit air vent)

    RM 6

    Total C/o to Summary : Rs.

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