SCHEDULE OF ITEM RATE AND QUANTITIES _BOQ - IRCON.xls by lovemacromastia

VIEWS: 233 PAGES: 12

									                         SCHEDULE OF ITEM RATE AND QUANTITIES (BOQ)
           Name of Work :
           Construction of Track Maxhine and Satellite Diesel Shed at Bugam Station
           on Qazigund Baramulla New BG Rail Line Project (J&K).
           Estimated Cost           : Rs.   399.70 Lacs
           Earnest Money           : Rs.   2.00 Lacs
           Completion Period       :      06 (Six) Months
           S. No.              ITEM DESCRIPTION                   UNIT     QTY      Rate    Amount Rs. Reference
                                                                                     Rs.               DSR-2007
           SCHEDULE A (CIVIL WORKS - D.S.R ITEMS)
                    SUBHEAD NO 1 : EARTHWORK
             1      Earth work in excavation over areas (
                    exceeding 30 cm in depth, 1.5m in width
                    as well as 10sqm on plan ) including
                    disposal of excavated earth, lead upto 50
                    m, and lift upto 1.5m; disposed earth to
                    be levelled and neatly dressed.
            1.1     All kinds of soil.                            cum    4300.00   101.85    437955.00    2.6.1
            1.2     Filling    available excavated earth          cum     440.00    45.70     20108.00    2.25
                    (excluding rock) in trenches, plinth, sides
                    of foundation etc. in layers not exceeding
                    20 cm in depth: consolidating each
                    deposited layer by ramming and
                    watering, lead up to 50 m and lift up to
                    1.5 m.
            1.3     Excavating trenches of required width for
                    pipes, cables etc. including excavation
                    for sockets, and dressing of sides,
                    ramming of bottoms, depth up to 1.50
                    meters 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 meters.
           1.3.1. Pipes, cables etc., exceeding 80 mm Metre               200.00   115.05     23010.00   2.10.1.2
             1    dia, but not exceeding 300 mm dia.
           1.3.2 Extra for excavating trenches for pipes, Metre           200.00   153.02     30604.00    2.11
                 cables etc. in all kinds of soil for depth
                 exceeding 1.5mtr but not exceeding
                 3mtr.
            1.4 Extra for additional lift of 1.5m or part
                 thereof in:
             i)     All kinds of soil                             Cum    1380.00   126.56    174652.80    2.14
            1.5     Supplying and filling in plinth with sand cum         600.00   301.50    180900.00 similar to
                    under    floors    including,    watering,                                           2.27
                    ramming, consolidating and dressing
                    complete.




Signature of Tenderer/s                                                                                             64
           S. No.             ITEM DESCRIPTION                    UNIT       QTY      Rate    Amount Rs. Reference
                                                                                       Rs.               DSR-2007
                    SUBHEAD NO 2 : CONCRETE WORK
            2.1     Providing and laying in position cement
                    concrete of specified grade excluding the
                    cost of centering and shuttering - All
                    work upto plinth level.
           2.1.1 1 : 4 : 8 ( 1 cement : 4 coarse sand : 8         cum      220.00   2449.00    538780.00    4.1.8
                 graded stone aggregate 40 mm nominal
                 size )
                    SUBHEAD NO 3 : REINFORCED
                    CEMENT CONCRETE WORK
            3.1     Providing and laying in position machine
                    batched, machine mixed and machine
                    vibrated design mix cement concrete of
                    specified grade for reinforced cement
                    concrete structural elements, excluding
                    the cost of centring, shuttering, finishing
                    and reinforcement, including admixture
                    in recommended proportion (as per IS:
                    9103) to accelerate, retard setting of
                    concrete improve workability without
                    impairing strength and durability as per
                    direction of the Engineer-in-Charge-M-20
                    grade reinforced cement concrete.

           3.1.1 all work up to plinth level                      cum      930.00   4000.09   3720083.70     5.33
                                                                                                           (derived)
           3..1.2 All works from plinth level upto floor V
                  level
           3.1.3 Walls, columns, pillars , posts and struts.      cum      640.00   4000.09   2560057.60     5.33
                                                                                                           (derived)
           3.1.4 Beams,      plinth      beams,     girders,      cum      134.00   4000.09    536012.06     5.33
                 bressumers, cantilevers, Suspended                                                        (derived)
                 floors lintels roofs and staircases
                 including spiral staircases, shelves etc.

           3.1.5 Add or deduct for providing richer or
                 leaner mixes respectively at all floor
                 levels.

           3.1.5. Providing M25 grade R C C instead of cum                1704.00   4147.40   7067169.60     5.33
             1    M20 grade R C C
           3.1.6 Extra for providing and mixing water Per                13632.00     20.00    272640.00    1213
                  proofing material „Impermo‟ or equivalent bag of
                  in cement concrete work @ 1kg per 50kg 50kg of
                  of cement.                                 ce-
                                                            ment
            3.2 Centering and shuttering including used in
                  strutting, propping etc. and removal of
                  form for:
           3.2.1 Foundations, footings, bases of columns sqm               160.00    119.25     19080.00    5.9.1
                  etc. for mass concrete.

           3.2.2 Walls (any thickness) including attached         sqm    11169.20    180.40   2014923.68    5.9.2
                 pilasters, buttresses, plinth and string
                 courses etc.

           3.2.3 Suspended floors, roofs, landings,               sqm      750.00    187.35    140512.50    5.9.3
                 balconies and access platform.
           3.2.4 Lintels, beams, plinth beams, girders,           sqm      180.00    162.65     29277.00    5.9.5
                 bressumers and cantilevers.

           3.2.5 Columns, Pillars, Piers, abutments, sqm                  2400.00    238.40    572160.00    5.9.6
                 Posts and Struts
                 SUB HEAD NO 4 : BRICK WORK



Signature of Tenderer/s                                                                                                65
           S. No.             ITEM DESCRIPTION                    UNIT      QTY        Rate   Amount Rs. Reference
                                                                                        Rs.              DSR-2007
            4.1     Brick work with F. P. S. bricks of class
                    designation 75 in foundation and plinth in

           4.1.1 Cement mortar 1 : 6 ( 1 cement : 6               cum       40.00   2121.75     84870.00     6.1.2
                 coarse sand )
            4.2 Brick work with F. P. S. bricks of class
                 designation 75 in superstructure above
                 plinth level upto floor five level in all
                 shapes and sizes in :

           4.2.1 Cement mortar 1 : 6 ( 1 cement : 6               cum       30.00   2357.40     70722.00      6.4.2
                 coarse sand )                                                                             (separate
                                                                                                             indep.
                                                                                                              Item)
                    SUB HEAD NO 5 : DOORS AND
                    WINDOWS.
            5.1     Extra for providing and fixing steel          Rmt     1120.00     20.84     23340.80 Similar as
                    beading of approved shape and section                                                  10.12
                    with screws instead of glazing clips and
                    metal sash putty in steel doors windows,
                    ventilators and composite units.
            5.2     Providing and fixing Pressed steel door
                    frame manufactures from commercial
                    mild steel sheet of 1.6 mm thickness
                    including hinges jamb, lock jamb, bead
                    and if required angle threshold of mild
                    steel angle of section 50x25mm, or base
                    ties of 1.6 mm pressed mild steel welded
                    or      rigidly    fixed   together      by
                    mechanicalmeans, adjustable lungs with
                    split end tail to each jamb including steel
                    butt hinges 2.5mm thick with mortar
                    guards, lock strike-plate and shock
                    absorber as specified and applying a
                    coat of approved steel primer after pre-
                    treatment of the suface as directed by
                    Engineer-in-charge:

           5.2.1 Profile - As per drawing A/1/500A                Metre    640.00    398.44    255001.60   derived
                                                                                                            from
                                                                                                          10.15.1&
                                                                                                           10.15.2
           5.2.2 Mullion Profile - As per drawing A/1/500A Metre           240.00    322.43              (DSR-'02)
                                                                                                77383.20 derived
                                                                                                        from 10.15
            5.3     Providing and fixing ISI marked steel                                                (DSR-'02)
                    glazed doors, windows and ventilators of
                    standard rolled steel sections, joints
                    mitred and welded with 15x3mm lugs,
                    10cm long, embedded in cement
                    concrete blocks 15x10x10cm of 1:3:6
                    (1cement: 3coarse sand: 6graded stone
                    aggregate 20mm nominal size) or with
                    wooden plugs and screws or rawl plugs
                    and screws or with fixing clips or with
                    bolts and nuts as required, including
                    providing and fixing glass panes with
                    glazing clips and special metal sash
                    putty of approved make complete
                    including applying a priming coat of
                    approved steel primer excluding the cost
                    of metal beading and other fitting except
                    necessary hinges or pivots as required.

           5.3.1 Windows.                                          Sqm.    220.00    447.72     98498.40 10.12.6.2.2
                                                                                                          (derived
                                                                                                            from
                                                                                                          DSR'02))
Signature of Tenderer/s                                                                                                66
           S. No.             ITEM DESCRIPTION                    UNIT      QTY       Rate    Amount Rs. Reference
                                                                                       Rs.               DSR-2007
            5.4     Renewing glass panes, with putty and
                    nails wherever necessary:

           5.4.1 Glass panes weighing 10 Kg/sqm                   sqm      220.00    427.60     94072.00 similar as
                                                                                                           14.5.1
           5.5      Supplying and fixing rolling shutters of
                    approved make, made of required size
                    M.S. laths interlocked together through
                    their entire length and jointed together at
                    the end by end locks mounted on
                    specially designed pipe shaft with
                    brackets, side guides and arrangements
                    for inside and outside locking with push
                    and pull operation complete including the
                    cost of providing and fixing necessary
                    27.5cm long wire spring grade No.2 and
                    M.S. top cover of required thickness for
                    rolling shutters.
           5.5.1    80x1.25mm M.S. laths with 1.25mm              Sqm.     290.00   1208.45    350450.50 10.6.1
                    thick top cover.
           5.5.2    Providing and fixing ball bearing for         Each.     32.00    356.50     11408.00    10.7
                    rolling shutters.
           5.5.3    Extra for providing mechanical device
                    chain and crank operation for operating
                    rolling shutters.
           5.5.3. Exceeding 16.80 Sqm in area.           Sqm.              290.00    538.40    156136.00   10.8.2
           1
                  SUBHEAD NO 6 : STEEL WORK
             6.1 Providing and fixing bolts above 300 mm  kg              1000.00     62.75     62750.00    10.20
                  in length including nuts and washers
                  complete.
            6.2     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.

           6.2.1 In gratings, frames, guard bar, ladders,          Kg.    2400.00     51.20    122880.00 Similar as
                 railings, brackets, gates and similar                                                    10.25.2
                 works.
                 SUB HEAD NO 7 : FINISHING
            7.1  6 mm cement plaster to ceiling of mix: sqm               1800.00     62.15    111870.00   13.16.1
                 1:3( 1Cement: 3 fine sand).
            7.2 Painting with synthetic enamel paint of
                 approved brand and manufacture to give
                 an even shade
           7.2.1 Two or more coats on new work             sqm            1500.00     51.30     76950.00   13.62.1
            7.3 Washed stone grit plaster on exterior sqm                  600.00    262.20    157320.00    13.72
                 walls of height upto 10 m above level in
                 two layers, under layer 12 mm cement
                 plaster 1 : 4 ( 1cement : 4 coarse sand )
                 furrowing the under layer with scratching
                 tool, applying cement slurry on the under
                 layer @ 2 kg of cement per sq. m., top
                 layer 15 mm cement plaster 1 : 1/2 : 2 (
                 1 cement : 1/2 coarse sand : 2 stone
                 chipping 10 mm nominal size) in panels
                 with groove all around as per approved
                 pattern including scrubbing and washing
                 the top layer with brushes and water to
                 expose the stone chippings, complete as
                 per specifications and direction of
                 engineer in charge (Payment for
                 providing grooves shall be made
                 separately)


Signature of Tenderer/s                                                                                               67
           S. No.            ITEM DESCRIPTION                   UNIT     QTY      Rate    Amount Rs. Reference
                                                                                   Rs.               DSR-2007
            7.4     Forming groove of uniform size in top
                    layer of washed stone grit plaster as per
                    approved pattern using wooden battens,
                    nailed to the under layer including
                    removal of wooden battens, repair to the
                    edges of panels and finishing the groove
                    complete as per specification and
                    direction of engineer in charge
           7.4.1 15 mm wide and 15 mm deep groove         Metre        1500.00    13.30     19950.00    13.73
            7.5 Painting on GS sheet with synthetic
                 enamel paint of approved brand and
                 manufacture of required color to give an
                 even shade :
           7.5.1 New work (two or more coats) including sqm            2550.00    37.55     95752.50   13.53.1
                 a coat of approved steel primer but
                 excluding a coat of mordant solution
            7.6     Applying a coat of mordant solution on
                    G.S. sheet

           7.6.1 With a solution of 38 gms of copper sqm               2550.00    11.60     29580.00   13.54.1
                 acetate in a liter of soft water
                    SUBHEAD NO 8 : FLOORING
            8.1     62mm thick cement concrete flooring Sqm.            900.00   318.65    286785.00    11.5
                    with “Hardcrete” concrete hardener
                    topping under layer 50mm thick cement
                    concrete 1:2:4 (1cement: 2coarse sand:
                    4graded stone aggregate 20mm nominal
                    size) and top layer 12mm thick
                    Hardcrete cement hardener consisting of
                    mix 1:2 (1cement hardener mix: 2
                    graded stone aggregate 6mm nominal
                    size) by volume with which hardcrete
                    hardening compound of Snowcem India
                    Ltd. Or equivalent is mixed @ 2 litre
                    hardcrete per 50kg of cement including
                    cement slurry, but excluding the cost of
                    nosing of steps etc. complete.

            8.2     Providing and laying Ceramic glazed Sqm.            360.00   598.65    215514.00 similar to
                    floor tiles 300x300mm (thickness to be                                             11.37
                    specified by the manufacturer ) of 1st
                    quality conforming to IS : 13755 of
                    NITCO, ORENT, SOMANY KAJARIA or
                    equivalent make in colours such as
                    white, Ivory, Grey, Fume Red Brown laid
                    on 20 mm thick Cement mortar
                    1:4(1Cement:4Coarse Sand) including
                    pointing the joints with white cement and
                    matching pigment ect complete.
                    SUBHEAD NO 9: MISCELLANEOUS
                    WORKS
            9.1     Making plinth protection 50mm thick of Sqm          200.00   222.65     44530.00    4.17
                    cement concrete 1 : 3 : 6 ( 1cement : 3
                    coarse sand : 6 graded stone aggregate
                    20 mmnominal size) over 75 mm bed of
                    dry brick ballast 40 mm nominal size well
                    rammed and consolidated and grouted
                    with fine sand including finishing the top
                    smooth.
            9.2     Brick edging 7 cm wide 11.4 cm deep to metre        250.00    16.25      4062.50    6.44
                    plinth protection with bricks of class
                    designation 75 including grouting with
                    cement mortar 1 : 4 ( 1 cement : 4 fine
                    sand )



Signature of Tenderer/s                                                                                           68
           S. No.         ITEM DESCRIPTION                UNIT     QTY      Rate    Amount Rs. Reference
                                                                             Rs.               DSR-2007
             10     SUBHEAD NO 10: DRAINAGE WORKS

            10.1 Providing and laying cement concrete                                             21.2
                 1:5:10 (1 cement : 5 coarse sand : 10
                 graded stone aggregate 40 mm nominal
                 size) alround S.W. pipes including bed
                 concrete as per standard design:

           10.1.1 250 mm diameter S.W. pipe               metre   100.00   546.00     54600.00 similar to
                                                                                                 19.2.5
            10.2 Providing and laying cement concrete
                 1:5:10 (1cement :5 coarse sand : 10
                 graded stone aggregate 40 mm nominal
                 size) upto haunches of S.W. pipes
                 including bed concrete as per standard
                 design :




Signature of Tenderer/s                                                                                     69
           S. No.             ITEM DESCRIPTION                    UNIT      QTY       Rate    Amount Rs. Reference
                                                                                       Rs.               DSR-2007
           10.2.1 250 mm diameter S.W. pipe                       metre    100.00   349.10      34910.00 similar to
                                                                                                           19.3.5
                    SUBHEAD NO 11 : ROOFING
             11     Providing corrugated G. S sheet roofing
                    fixed with polymer coated J or L hooks ,
                    bolts and nuts 8 mm diameter with
                    bitumen and G. I. limpet washers or with
                    G. I. limpet washers filled with white lead
                    and including a coat of approved steel
                    primer and two coats of approved paint
                    on overlapping of sheets complete ( upto
                    a pitch of 60 degrees) excluding the cost
                    of purlins, rafters and trusses.

            11.1 0.80 mm thick with zinc coating not less sqm             2550.00   515.30    1314015.00   12.1.2
                 than 275 gm/ sqm
            11.2 Providing ridges or hips of width 60 cm
                 over all width plain G.S. sheet fixed with
                 polymer coated J. or L hooks, bolts and
                 nuts 8 mm dia G. I. limpet and bitumen
                 washers complete.

           11.2.1 0.80 mm thick with zinc coating not less Metre           110.00   313.60      34496.00   12.4.1
                  than 275 gm / sqm
            11.3 Extra for providing and fixing wind ties of Metre         700.00    73.65      51555.00   12.11
                 40x6mm flat iron section.
             12     SUBHEAD NO 12 : WATER PROOFING

             12     Providing and placing in position suitable
                    PVC water stops conforming to IS:
                    12200 of Deep-Jyoti or equivalent for
                    construction/ expansion joints between
                    two RCC members and fixed to the
                    reinforcement with binding wire before
                    pouring concrete etc. complete.

            12.1 Serrated with central bulb (225mm wide, Metre             300.00   386.75     116025.00   22.4.1
                 8-11mm thick).
                 SUB-TOTAL SCHEDULE-A                                                  Rs.   22393353.44
           SCHEDULE-B (DSR STEEL ITEMS)
             1  Providing,      cutting,     straightening,
                hooking, bending, placing and binding in
                position cold twisted reinforcement of
                TMT steel bars for RCC works or as
                temperature reinforcement wherever
                required as per approved drawings
                including binding wires as a complete job
                with all contractor's, tools & plants, lead
                & lift labour and materials etc as a
                complete job as per specifications and
                as per instructions of Engineer-in-
                charge.

                    NOTE- Payment for above shall be
                    made only for quantity of reinforement
                    steel actually used as per approved
                    drawings excluding all wastages.




Signature of Tenderer/s                                                                                               70
           S. No.                ITEM DESCRIPTION                             UNIT       QTY        Rate    Amount Rs. Reference
                                                                                                     Rs.               DSR-2007
            1.1     Thermo-Mechanically Treated bars                          MT       255.60   42700.00   10914120.00  5.22.6
             2      Structural steel work in single section                   MT        12.00   42150.00     505800.00 similar to
                    fixed with connecting plate including                                                                10.1
                    cutting hoisting, fixing in position
                    rivetting/welding and applying a priming
                    coat of approved steel primer and two or
                    more coats of synthetic enamel paint
                    approved brand and shade all complete
                    with all contractor's tools & plants, lead &
                    lift, labour and materials etc as a
                    complete job as per specifications and
                    as directed by Engineer-in-charge.
             3      Structural steel work welded/riveted in                   MT       130.00   46350.00    6025500.00 similar to
                    built up sections, trusses and framed                                                                10.2
                    work including cutting, hoisting, fixing in
                    position, rivetting/welding and applying a
                    priming coat of approved steel primer
                    and two or more coats of synthetic
                    enamel paint approved brand and shade
                    all complete with all contractor's, tools &
                    plants, lead & lift, labour and materials
                    etc as per specifications and as directed
                    by Engineer-in-charge.
                    Note1. For S. No. 2 and 3 above, Structural steel for
                    item 2 and 3 shall be as per IS: 2062 Grade A
                    (except gantry girder). The structural steel for gantry
                    girders shall be as per IS: 2062 Grade C.

                    Note 2. For S. No. 2 and 3 above, rates includes
                    cost of applying two or more coats of synthetic
                    enamel paint of approved brand and shade, etc. The
                    tenderer shall take note of this and quote their rates
                    accordingly.
                    SUB-TOTAL SCHEDULE-B                                                                   17445420.00
           SCHEDULE-C (NON SCHEDULE OTHER ITEMS)
             1  Providing and laying non-shrink grout     kg                            40.00      18.51        740.40
                Sika grout214 or equivalent with all
                contractor's material, labour, tools and
                plants, lead and lift etc. complete
                including curing etc. complete with all
                contractor's tools & plants, lead & lift,
                labour and materials etc. as per
                specifications and as directed by
                Engineer-in charge.
             2      Providing, laying non-pressure 250mm RM                            180.00     726.00     130680.00
                    dia NP4 class(Heavy duty) hume pipes
                    with collers jointed with stiff mixture of
                    cement mortar in the proportion of 1 : 2 (
                    1 cement : 1 fine sand ) including testing
                    of joints etc. complete with all
                    contractors        material,       labour,
                    transportation, lead & lift etc. complete
                    including cost of incidental charges for
                    successful completion of work as per
                    specifications and as directed by
                    Engineer-in-charge. at site.
                     SUB-TOTAL SCHEDULE-C                                                                    131420.40
                    TOTAL OF SCHEDULE-A+SCHEDULE-                                                          39970193.84
                    B+SCHEDULE-C=
                                                                                         For & on behalf of
                                                                                     IRCON INTERNATIONAL LTD.



                                                                                 Signature……………………………………..
                                                                                 Designation : General Manager/J&K-1




Signature of Tenderer/s                                                                                                             71
                               ANALYSIS OF RATE

Item           Description            Unit      Quantity         Rate   Cost
 No                                                              (Rs)   (Rs)
       Rate of TMT bar as per offer letter dated 29.09.2007
       Average rate of steel bars per MT includind octrai, tax            31252
       Add Vat 4%                                                          1250
       AddToll & bending charges                                              0
       Cartiage Jammu to Srinagar LS                                       1000
       rate of TMT bar per MT                                             33502

NS-1 Reinforcement for R. C. C.
     work including straightening,
     cutting, bending, placing in
     position and binding all
     complete.


       Thermo - Mechanically
       Treated bars

       Details of cost for 1.00
       quintal
       Materials
       Thermomechanically treated quintal            1.05    3,350.20   3,517.71
       / Deformed twisted steel
       bars incl wastage @ 5%

       Binding wire                   kg             5.00      42.00      210.00
       Cover block                  1 time          10.00       2.87       28.70

       Labour
       For straightening, cutting ,
       bending, binding and placing
       in position -
       Blacksmith ist class          each            1.00     250.00      250.00
       Beldar                        each            1.00     150.00      150.00
       Sundries                     1 time          10.35       2.87       29.70
                                                                        4,186.11
       Add for water charges @ 1 % %              4,186.11      1.00       41.86
                         Prime cost                                     4,227.98
                                         %        4,227.98
       Add for contractor's profit & overheads @ 10 %          10.00      422.80
                    Cost for 100 kg                                     4,650.77
                     Cost for 1 Kg                                         46.51


                               ANALYSIS OF RATE

Item           Description           Unit      Quantity      Rate        Cost
 No                                                          (Rs)        (Rs)
     Rate of tee angle, channel & Joist based on SAIL rate 29.09.2007
     Average rate of sag rod, channel & Joist per MT                    37961.00
     Add Vat 4%                                                           1518.44
     Average rate of tee angle, channel & Joist per MT                   39479.44
     Rate of Plates as per SAIL rate dated 29.09.2007
     Average rate of Plates per MT                                      40505.00
     Add Vat 4%                                                          1620.20
     Average rate of Plates per MT                                      42125.20
NS-3 Structural steel work in built
     up section , trusses and
     frame work including cutting,
     hoisting, fixing in position
     and applying a primining
     coat of steel primer and two
     or more coats of synthetic
     enamel paints all complete.

       FOR 389Kg
       Materials
       Structural such as chanels     quintal
       & R.S. Joist                                 1.600    3,947.94       6,316.71
       Flats exceeding 10mm in
       thickness                      quintal       0.530    4,212.52       2,232.64
       Mild steel plates              quintal       1.900    4,212.52       8,003.79
       20mm dia holding down                                                  222.84
       bolts                          quintal       0.053    4,212.52
       carriage of steel               ton          0.408    1,000.00        408.00
       Labour
       Welding by electric plant        cm       1,100.00       1.08        1,188.00
       Blacksmith ist class            day           1.50     250.00          375.00
       Beldar                          day           5.50     150.00          825.00
       Bandhani                        day           0.75     150.00          112.50
       Yellow primer                   sqm           5.68      14.90           84.63
       Sundries                       1 time        31.05       2.87           89.11
                                                                           19,858.22
       Add for water charges @ 1 %      %       19,858.22       1.00          198.58
                                                                           20,056.80
                                         %       10 %
       Add for contractor's profit & overheads @ 20,056.80     10.00        2,005.68
                     cost of 389kgs                                        22,062.48
                     Cost for 1 Kg                                             56.72
       add cost of syn enamel paint   sqm           0.0146          37.4         0.55
       Total cost per Kg                                                       57.26



                                 ANALYSIS OF RATE

Item            Description            Unit     Quantity     Rate           Cost
 No                                                          (Rs)           (Rs)
     Rate of channel & Joist based on SAIL rate 29.09.2007
     Average rate of tee, angle, channel & Joist per MT                     37961.00
     Add Vat 4%                                                              1518.44
     Average rate of channel & Joist per MT                                 39479.44
NS-2 Structural steel work in
     Single section fixed with
     connecting plate including
     cutting, hoisting, fixing in
     position and applying a
     primining coat of steel
     primer and two or more
     coats of synthetic enamel
     paints all complete.
       FOR .9835qtl
       Materials
       Structural such as tees, quintal
       angles, chanels & R.S. Joist
                                                    1.030    3,947.94       4,066.38
       carriage of steel                   ton              0.103    1,000.00     103.00
       Labour
       Fitter grade-I                      day               0.50     250.00       125.00
       Blacksmith IInd class               day               0.50     200.00       100.00
       Beldar                              day               1.00     150.00       150.00
       Yellow primer                       sqm               4.50      14.90        67.05
       Sundries                           1 time             7.60       2.87        21.81
                                                                                 4,633.24
       Add for water charges @ 1 %          %           4,633.24        1.00        46.33
                                                                                 4,679.58
                                         %        4,679.58
       Add for contractor's profit & overheads @ 10 %                  10.00       467.96
                   cost of 98.35kgs                                              5,147.53
                     Cost for 1 Kg                                                  52.34
       add cost of syn enamel paint      sqm                0.0457        37.4        1.71
       Total cost per Kg                                                            54.05


NS-5   Providing,     laying      non- mts                      1
       pressure 250mm dia NP4
       class(Heavy duty) hume
       pipes with collers jointed
       with stiff mixture of cement
       mortar in the proportion of 1
       : 2 ( 1 cement : 1 fine sand )
       including testing of joints
       etc. complete with all
       contractors material, labour,
       transportation, lead & lift etc.
       complete including cost of
       incidental     charges       for
       successful completion of
       work as per specifications
       and as directed by Engineer-
       in-charge. at site.


       cost of pipe included all taxes
                                           mtrs                 1         600      600.00
                                           mtrs
       Cost of Placing , fixing and jointing say L.s. 10%       1                   60.00
                                                                                   660.00
       Add for contractor's profit &                                                66.00
       overheads @ 10 %
                                                   TOTAL=                          726.00

								
To top