DISTRICT RURAL DEVELOPMENT AGENCY_BARGARH

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                                                     Bid Identification No DRDA, Bargarh- 01/2009-10




                                GOVERNMENT OF ORISSA


                            PANCHAYATI RAJ DEPARTMENT




                                  PRICE BID DOCUMENT


     NAME OF THE WORK:   Construction of 100 seated ST Girls' Hostel Building at
                          Nathpali in Raisalpadar GP of Gaisilat Block



     ESTIMATED COST:     Rs. 2991723.00




                 DISTRICT RURAL DEVELOPMENT AGENCY; BARGARH




Contractor                                            Project Director, DRDA, Bargarh.
                                                                                                                           Page 2 of 6

                                                          BILL OF QUANTITY
      NAME OF THE WORK: Construction of 100 seated ST Girls' Hostel Building at Nathpali in Raisalpada GP of
                                               Gaisilat Block

                                                                                   Quantity
Sl no                                Item of work                                    to be          Unit           Rate        Amount
                                                                                   executed
  1                                        2                                          3              4              5             6
  1     Earth work in excavation of foundation in all kinds of soil including
        morrum, stoney earth mixed with boulders except sheet rock requiring
        blasting to proper profile with all leads, lifts and deliftsto proper
        sectionand profile including dressing & levelling the bed tupto required
                                                                                    262.56    One Cubic meter      52.53      13793.05
        depth and making it fit for laying concreteand depositing the excavated
        materials away from the work sitewith all leads and lifts including
        dewatering, if necessaryfrom foundation completeas directed by
        Engineer-in-charge
  2     Supplying, filling in Foundation and Plinth and floor with sand in 22.5
        cm (9") thick layers, watered and rammed incuding all cost of sand,
                                                                                    129.64    One Cubic meter     201.45      26115.98
        conveyance, royalty, cess with labour and and T & P required for the
        work (measurements will be taken on finished compacted section only.
  3     Cement Concrete of proportion (1:4:8) in foundation & floors using
        4cm and down graded size Clean, Hard Granite Crusher Broken metal
        for foundation, flooring concrete approved quality from approved
        quarry including hoisting, lowering and laying concrete to therequired      53.84     One Cubic meter     2070.06     111452.03
        level ramming, watering, curing etc. complete including cost,
        conveyance, royalty & taxes of materials with all labour charges &
        cess.
  4     Random Rubble Hard Granite stone Masonry in C.M (1:6) for
        Foundation & plinth using good quality broken & rough dressed granite
        stone boulders not less than .0025 cum by volume of approved quality
        from approved quarry using good quality granite stone including
        splays cutting, circular moulding and similar such type of work with
        necessary projections, chamferring and corbelling, watering, curing
        including all cost, conveyance, royalty & taxes of materials and all
        labour charges and cess, etc. complete as required for the work.
  5     Brick work with first class CB bricks in cement mortar (1:6) in F & P of
        size 10" X 5" X 3" having crushing strength not less than 75 kg/ cm^2
        with dimensional tolerance + 8% including splays cutting circular
        moulding champhering and corbelling and similar such type of work
                                                                                    60.01     One Cubic metter    1895.83     113768.76
        with all necessary projections, watering and curing after immersing the
        bricks in water at least for 6 hours before use including cost,
        conveyance and royalty of materials with labour charges, cess etc.
        complete in all respect in all floors.
  6     D.P.C.                                                                      32.24     One Square metter   109.37       3526.09
  7     R.C.C. M20 with cement concrete C.C. (1:1.5:3) with crushed Granite
        20 mm down grade coarse aggregate of approved quality mixing by
        concrete mixer including hoisting, lowering and laying the concrete in
        position to propre slope and level and compacting by vibrators in
        layers not exceeding o.15 meter in depthincluding watering, curing for
        required period of 28 days, centering & shuttering and finishing
        exposed surface smooth providing grooves where ever necessary
        including cost, conveyance and royalty and other other taxes of all
        materials, T& P materials required for this iteminclding hire and
        running charges of machineries complete as directed by the Engineer-
        in-charge.
        Ground floor
        a) R.C.C. Column footing:                                                   53.34     One Cubic metter    3369.39     179709.79
        b) R.C.C. Column :                                                          17.64     One Cubic metter    5948.40      104930


Contractor                                                                           Project Director, DRDA, Bargarh.
                                                                                                                     Page 3 of 6

     c)Plinth Beam                                                              8.55    One Cubic metter    3607.38      30826
     d) R.C.C.Beam:                                                             7.82    One Cubic metter    5948.40      46497
     e)R.C.C. Chhaja:-                                                          3.00    One Cubic metter    3500.94      10495
     f) R.C.C.Roof Slab:-                                                      22.64    One Cubic metter    5390.46      122055
     g) stair case                                                              2.64    One Cubic metter    5456.92      14385
     h) R.C.C.Lintel band:-                                                     1.81    One Cubic metter    5554.33      10026
     First Floor
     a) R.C.C. Column :                                                        10.88    One Cubic metter    6793.99      73919
     b) R.C.C.Beam:                                                             6.02    One Cubic metter    6793.99      40876
     c)R.C.C. Chhaja:-                                                          2.52    One Cubic metter    3857.03       9720
     d) R.C.C.Roof Slab:-                                                      20.27    One Cubic metter    5614.93      113821
     e) stair case                                                              2.64    One Cubic metter    6204.17      16355
     f) R.C.C.Lintel band:-                                                     1.51    One Cubic metter    6321.10       9529
     Second Floor
    a) R.C.C. Column :                                                          1.78    One Cubic metter    7746.81       13789
    c)R.C.C. Chhaja:-                                                           0.05    One Cubic metter    4222.47        211
    f) R.C.C.Lintel band:-                                                      0.06    One Cubic metter    7179.35        431
    d) R.C.C.Roof Slab:-                                                        2.13    One Cubic metter    6331.94       13474
  8 HYSD steel and binding, tying the grills, hoisting, lowering and placing
    in proper position as required for RCC work including cost, coveyance
    and taxes of MS rods or HYSD steel and binding wires of 18-20 gauge
    and labur charges requires for the work etc. complete in all floors.
    Ground floor                                                               125.61      One Quintal      4354.68      546994
    First Floor                                                                53.01       One Quintal      4412.30      233916
    Second Floor                                                                5.07       One Quintal      4469.92      22681
    Brick work with first class CB bricks in cement mortar (1:6) in
    superstructures of size 10" X 5" X 3" having crushing strength not less
    than 75 kg/ cm^2 with dimensional tolerance + 8% including splays
    cutting circular moulding champhering and corbelling and similar such
    type of work with all necessary projections, watering and curing after
    immersing the bricks in water at least for 6 hours before use including
    cost, conveyance and royalty of materials with labour charges, cess
   9etc. complete in all respect in all floors.
    Ground floor                                                               120.18   One Cubic metter    1929.16     231846.45
    First Floor                                                                64.19    One Cubic metter    1994.81       128055
    Second Floor                                                               21.66    One Cubic metter    2060.46      44637.97
 10 12 mm CP in CM(1:4) with cement punning &bitumen painting
    Ground floor                                                               37.10    One Square metter    66.20        2456
    First Floor                                                                31.65    One Square metter    67.03        2121
 11 12 mm CP in CM(1:4) with cement punning
    Second Floor                                                                4.15    One Square metter    67.85         282
 12 12 mm CP in CM(1:4) with cement punning to dado Skirting
    Ground floor                                                               39.41    One Square metter    66.20        2609
    12 MM (1/2") thick cement plaster in C.M.(1:6) finishing smooth to
    outside smooth surface of brick walls after racking out the joints
    including watering and curing with cost, conveyance, royalty and taxes
    of all materials and cost of all labour charges, cess required for the
 13 work etc. complete.
    Ground floor                                                               608.42   One Square metter   49.30         29995
    First Floor                                                                464.34   One Square metter    51.42        23876
    Second Floor                                                               99.27    One Square metter    53.55         5316




Contractor                                                                      Project Director, DRDA, Bargarh.
                                                                                                                       Page 4 of 6

 14 16 MM (5/8") thick cement plaster in C.M.(1:6) finishing smooth to
    inside rough surface of 9" X 10" thick brick walls after racking out the
    joints including watering and curing with cost, conveyance, royalty and
    taxes of all materials and cost of all labour charges, cess required for
    the work etc. complete.
    Ground floor                                                                 848.27   One Square metter    68.15        57810
    First Floor                                                                  360.26   One Square metter    69.31        24969
    Second Floor                                                                 118.26   One Square metter    70.48         8335
 15 2.5 cm (1") thick A.S Flooring in C.C. 1:2:4 laid to proper slope using
    12 mm HGCB chips of approved quality from approved quarry
    including the corners and watering, curing with all cost conveyance &
    royalty of materialsand all labour charges & cess complete required for
    the work
    Ground floor                                                                 185.02   One Square metter   130.96        24230
    First Floor                                                                  150.51   One Square metter   133.44        20084
 16 25 MM thick cement plaster (1:2:2) using 1 part of Cement, 2 part of
    Sand and 2 part of 6mm b.h.c.b.granite chips including watering and
    curing with cost, conveyance, royalty and taxes of all materials and
    cost of all labour charges, cess required for the work etc. complete.
    Ground floor                                                                          One Square metter
    First Floor                                                                  197.34   One Square metter   137.44        27123
    Second Floor                                                                 22.80    One Square metter   144.11         3286
 17 Supplying, fitting & fixing MS angle Doors & Windows, steel angle
    framesmanufactured from standard rolled steel angle sections of
    40mm x 40mm x 6mmsize with corners of the frame duly matteredand
    electrically weldedwith fishtailed holdfasts made of MS flat size
    200mm x 50mm x 30mm wide and 5mm thick weled to the frame @ 6
    nos per frame with 10mm dia MD round bar to be wlded at the day
    with MS Hinges of size 100mm 14SWG thick @ 3 nos and 15mm size
    1 no for single and double leaf shutter, aldrop staple and tower bolt
    hinges duly welded to the frame with one coat of anti corosive red
    oxide zinc chrome primer including cost, conveyance & taxes of all
    materialsand all labour charge, cess etc. complete as required for the
    work
                                                                 Ground Floor 1989.36            Kg            50.00        99468
                                                                    First Floor 1755.14          Kg            50.00        87757
                                                                Second Floor 161.96              Kg            50.00         8098
 18 Supplying, fitting & fixing PVC Doors as per specification including all
    cost, conveyance, taxes, labour charge, cess etc. complete.                  27.00    One Square metter   1850.00       49950
    PVC Doors
 19 Distempering 2 coats to the interior surface walls & Ceilling with any
    approved shade by the Engineer-in-charge using synthetic distemper                    One Square metter
    including all cost, conveyance, labour charge, cess etc. complete.
    Ground floor                                                                 852.72   One Square metter    26.40        22512
    First Floor                                                                  510.77   One Square metter    30.12        15386
    Second Floor                                                                 139.54   One Square metter    33.85         4723
 20 Finishing wall with water proofing of approved shade on new work 2
    coats to give an even shade including cost of cement paint over 1 coat
    cement wash
     Ground floor                                                              788.99     One Square metter    15.39        12145
     First Floor                                                               464.34     One Square metter    18.28         8488
     Second Floor                                                              174.19     One Square metter    21.17         3687
 21 Painting 2 coats to over 1 coat of priming with ready mixed Zinc
    chromate yellow primer of approved brand on Iron works of MS doors,
    windows and grills, with all cost of paint, brush, etc, labour, cess etc
    complete.



Contractor                                                                      Project Director, DRDA, Bargarh.
                                                                                                                      Page 5 of 6

     Ground floor                                                                121.82   One Square metter   50.02         6093
     First Floor                                                                 376.52   One Square metter   57.90        21802
     Second Floor                                                                 8.37    One Square metter   65.79          551

 22 Supplying, fitting & fixing ceramic floor tiles in floors, treads of steps
    and landing on 25mm thick bed ofC.M. (1:1) (I cement:1 sand) joined
    with neat cement slurry mixed with pigment to match the shade of the
    tiles including cost, conveyance & taxes of all materialsand all labour
    charge, cess etc. complete as required for the work
    Ground floor                                                                 33.79    One Square metter   620.18       20953
    First Floor                                                                  33.79    One Square metter   670.48       22652
 23 Supplying, fitting & fixing ceramic floor tiles in dados, risers and
     skirtings on 12mm thick C.P. (1:3) (I cement:3 sand) joined with neat
     cement slurry mixed with pigment to match the shade of the tiles
     including cost, conveyance & taxes of all materialsand all labour
     charge, cess etc. complete as required for the work
     Ground floor                                                                76.01  One Square metter 571.41     43430
     First Floor                                                                 76.01  One Square metter 575.00     43703
                                                                                         GRAND TOTAL                2991723
                                                                                  APPROVED FOR 23 (TWENTY THREE) ITEMS ONLY




                                                                                           (RUPEES TWENTY NINE LAKH
                                                                                          NINTY TWO THOUSAND THREE
                                                                                          HUNDRED THIRTY SEVEN) Only
                                                                                                    Approved
                                                                                                      sd/-




                    Sd/-                                         Sd/-
                                                                                                Executive Engineer,
   Addl. Project Director (Tech.)                         Project Director                    R.W. Division, Padampur
          DRDA, Bargarh                                   DRDA, Bargarh




Contractor                                                                       Project Director, DRDA, Bargarh.
                                                                                                                 Page 6 of 6




      My / our quoted rate is ___________________________________________________________ % (both in
figures and words) excess over / less than / equal to the above estimated cost.




                                                                                         Signature of Tenderer


                                                    NOTES:

1. The contractor should not write anything excepting quoting of percentage and in any case anything else
   regarding tender rate is mentioned,the tender is liable for rejection.

2. Strike out which is not applicable.

3. Percentage should be quoted up to 1 (one) digit after the decimal point.

4. Rate Rates of all items are inclusive of cost, carriage, royalty, cess and other taxes of materials.




                                                                                         Signature of Tenderer

No of Corrections__________________

No of Over writings ________________

No of Interpolations _________________



                                                                                 Project Director, DRDA, Bargarh




Contractor                                                                  Project Director, DRDA, Bargarh.

				
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