Sch-A I

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Sch-A I Powered By Docstoc
					                                                                      Eastern Railway
      Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of existing C.I Pipe for water supply to
      Jamalpur Rly. Water works from River Ganga at Munger in connection with C/O South Rail Approach of Munger Ganga Bridge.
         Schedule - A I
    Sl.                                            DESCRIPTION OF WORKS                                                 Unit      Qty.    Rate     Amount
    No. Supplying, laying & jointing D.I. (Ductile Iron) Pipe ISI marked (IS: 8329:2000) Class K-9, PN-10(1.0 Mpa)
     1
        having push on joints with inside cement mortar lining (CML), and painted outside Zinc coating with
        finishing layer of bitumen, necessary M.S nuts & bolts as per IS:1367, washer,SBR quality rubber gasket,
        including excavation of trenches upto 1 metre deep, keeping pipes level or in pre-scribed grade, refilling
        and ramming trenches after pipes have been tested to required pressure, cutting pipes as and where
        required with all wastage, lead, accent, decent. The rate includes, inspection by approved third party at
        manufacturar's premises, transportation of material at site, stacking in prescribed manner, guarding
        material till laying, jointing to existing CI pipe with suitable arrangement complete in all respect along with
        testing the connection to ensure leakproof joints as per direction and to satisfaction of railway supervisor.


         (a) 450 mm dia                                                                                                1       Rm 2000   8138.00   16276000
         (b) 300 mm dia                                                                                                1       Rm 2000   4568.00    9136000
         Note :
         1. The above rate is inclusive of connection to existing C.I pipe line at both end through suitable means.
         Cost of bend will be paid separately in item 2
         2. Work should be done as per standard procedure and the pipes should be handled carefully so as to
         maintain the integrity of pipes. Any pipe with manufacturing defect/ cracks noticed upto one year from
         date of commissioning will have to be replaced by the contractor free of cost. Leakage due to crack in
         pipe/ fitting upto one year from date of commissioning will have to be rectified by replacement with new
         pipes/fittings and nothing will be paid for such replacements. The rate for item 1 of Schedule - 'A-I'
         incorporates such replacement costs.
         3. The contractor will maintain the pipeline upto Six months free of cost. Maintenance includes repair of
         leakage at joints and due to tempering by local people. The rate quoted should include the free
         maintenance aspects for six months as well for free replacement aspects for One year vide note 2.

         4. All pipes before loading for transportation, should be got inspected and passed by RITES at
         manufacturer's premises for conforming to respective BIS specifications at agency's expense. Material
         without RITES passing certificate will not be accepted. However inspection by third party will not be
         absolve the responsibility of contractor from maintenance and replacement condition vide note 2 &3.




Ajeet Kumar                                                                   Page 1                                                                  11/29/2011
    Sl.                                          DESCRIPTION OF WORKS                                                    Unit  Qty.   Rate   Amount
    No. 5. Pipes should be laid upto 1 meter deep and all arrangements should be made to avoid pilferage by
     1
        public at a later date. After testing the laid pipe to required pressure for leak proof joint, the trench should
        be refilled and rammed properly as per direction of site supervisor.
     2 Supplying, laying & jointing D.I. (Ductile Iron) Pipe fittings ISI marked (IS: 9523:2000) Class K12 with
        inside cement mortar lining (CML), necessary M.S nuts & bolts as per IS:1367, washer,SBR
        quality rubber gasket including excavation of trenches upto 1 meter deep, keeping pipes level or in pre-
        scribed grade, refilling and ramming trenches after fitting have been tested to required pressure with all
        lead. The rate includes all transportation, storing and any incidental work related to pipe laying including
        guarding the material or work till handing over completed, satisfactorily tested and commissioned work to
        railway.
        (a) DI Double flange 450 Bend 450 mm dia                                                                         1 nos  4   17860.00  71440
                                  0                                                                                      1 Rm 2000 8138.00 16276000
        (b) DI Double flange 45 Bend 300 mm dia                                                                          1 nos  4   10551.00  42204
        (c) DI Double flange 22.50 Bend 450 mm dia                                                                       1 nos  4   17389.00  69556
                                    0
        (d) DI Double socket 22.5 Bend 300 mm dia                                                                        1 nos  4    8212.00  32848
        (e) DI Double flange 11.250 Bend 450 mm dia                                                                      1 nos  2   17142.00  34284
                                     0
        (f) DI Double socket 11.25 Bend 300 mm dia                                                                       1 nos  2    7407.00  14814
        (g) DI Mechanical Collar Joint 450 mm dia                                                                        1 nos  2   18458.00  36916
        (h) DI Mechanical Collar Joint 300 mm dia                                                                        1 nos  2   10125.00  20250
        (i) DI Flange Socket Tail Piece 450 mm dia                                                                       1 nos 12    8501.00 102012
        (j) DI Flange Socket Tail Piece 300 mm dia                                                                       1 nos 12    4758.00  57096
        Note :
        1. Bend should be laid upto 1 meter deep and all arrangements should be made to avoid pilferage by
        public at a later date. After testing the laid pipe to required pressure for leak proof joint, the trench should
        be refilled and rammed properly as per direction of site supervisor.

        2. Work should be done as per standard procedure and the pipes should be handled carefully so as to
        maintain the integrity of pipe fittings. Any fittings with manufacturing defect/ cracks noticed upto one year
        from date of commissioning will have to be replaced by the contractor free of cost. Leakage due to crack
        in pipe/ fitting upto one year from date of commissioning will have to be rectified by replacement with new
        pipes/fittings and nothing will be paid for such replacements. the rate for item 2 of Schedule - 'A-I'
        incorporates such replacement costs.
        3. The contractor will maintain the pipeline with fittings upto Six months free of cost. Maintenance
        includes repair of leakage at joints and due to tempering by local people. The rate quoted should include
        the free maintenance aspects for six months as well for free replacement aspects for One year vide note
        2.



Ajeet Kumar                                                                  Page 2                                                          11/29/2011
    Sl.                                        DESCRIPTION OF WORKS                                           Unit        Qty.    Rate     Amount
    No. 4. All fittings before loading for transportation, should be got inspected and passed by RITES at
     1
        manufacturer's premises for conforming to respective BIS specifications at agency's expense. Material
        without RITES passing certificate will not be accepted. However inspection by third party will not be
        absolve the responsibility of contractor from maintenance and replacement condition vide note 2 &3.

     3    Taking out old C.I / G.I. Pipes including specials with lead upto 100m and stacking at nominated place
         including all excavation, refilling and making good the surface as required.
         450 mm dia                                                                                                1   Rm 1900    260        494000
         Total of Schedule 'A- I'                                                                                                          26387420

                                                                                                                   1   Rm 2000   8138.00   16276000

    Special condition:
      1 Contractor should make available latest edition of one set of following BIS codes in original
        to Railway engineer before beginning of work for proper inspection of work as per
        specification.
        IS: 8329, IS:9523, IS1367, IS: 778, IS: 5382 and IS:456
     2 Before Placing order for pipes, fittings the contractor will have to prepare line diagram
        along with proposed location of fittings/ connections etc and get it approved by the railway.
        Only after approval of railway material should be ordered as per approved drawings.

     3 The contractor should note that any crack in pipe/ fittings if noticed within one year from
       date of commissioning will have to be replaced by contractor free of cost. If the contractor
       fails to replace the same in reasonable time, it will be replaced by railway and the entire
       cost of replacement along with additional equal amount as penalty will be recovered from
       contractors dues to railway.
     4 Connection of Existing CI pipeline is included in the rates.




Ajeet Kumar                                                               Page 3                                                               11/29/2011
                                                                 Eastern Railway
                                                             (Construction Department)

      Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of existing C.I Pipe for water supply to
      Jamalpur Rly. Water works from River Ganga at Munger in connection with C/O South Rail Approach of Munger Ganga Bridge.

      Schedule - A II

Sl.                                         DESCRIPTION OF WORKS                                                    Unit               Qty.    Rate     Amount
No.
1 Maintainance of the new pipeline laid vide schedule-'A', B-I, B-II and fittings/ connections with contractors
      labours/ tools and plants/ consumables/ Rubber Gasket etc to keep the pite line/ joints leakfree beyond
      free maintainance period of SIX MONTHS. the rate includes all materials and labours, technical
      supervision for troublefree and uninterrupted water supply.
                                                                                                                    1      per month    6     26387.0   158322
      Note :
      1. Maintainance for first six month from date of comissioning will be done by contractor free of cost. This
      item is only for next six months and any work done in first six months will not be paid to contractor under
      this item/ any other item.
      2. Leakage due to crack in pipe/ fitting will have to be rectified by replacement with new pipes and
      nothing will be paid for such replacements. the rate for item 1 & 2 of Schedule - 'A-I' incorporates such
      replacement costs upto 1 year.
      3. Repair of Any leakage due to tempering of pipes/ fittings by local people is included in this item of
      maintainance. Accordingly any tempering during first six months are to be rectified by contractor free of
      cost.
      4. The rate includes earthwork in excavation, repair job as above, refilling the trench, ramming etc.

                                                                                                                           Total                        158322




                                                      a54f0368-fb71-4250-9b9f-cfab65a19c7b.xls IBM
   Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of
  existing C.I Pipe for water supply to Jamalpur Rly. Water works from River Ganga at Munger in

Schedule 'B-I'
SL No                                        Description                                        item       Unit   Rate      Qty    Amount
   1   Supply, fitting & fixing Gun Metal gate Valve Suraj/Sant (100 mm dia)             XI-14 A ix-91    Each    4658.91      1     4658.91
   3   Local sand filling                                                                IX-44-64           m3     229.63    600   137778.00
   4   PCC M 10 with cement, sand & stone ballast 40mm                                   II-3b-14           m3    1784.76     15    26771.40
   5   PCC M 20 with cement sand & stone chips 12.5 mm to 20 mm                          II-5a-14           m3    3234.01    100   323401.00
   6   Brick Work (1:4) In cement and sand                                               III-2-19           m3    1999.56     25    49989.00
   7   Premixed carpet surfacing 25 mm thick on old bituminous surface                   I-12-9             m2      78.67    750    59002.50
   8   Providing & Laying Seal coat of pre-mixed matrix made with 0.60m3 fine agg.       I-13-10            m2      37.67    750    28252.50
   9   Taking out old CI pipes including specialy with lead upto 100m (300mm dia)        XI-42c-98         Rm      119.04   1900   226176.00
  10   Transpoting heavy materials such as C.I or G.I pipe (e)Upto 5 Km.                 XIX- 23e-155      MT       84.38    300    25314.00
                                                                                         XIX- 24a-155    MT per     14.06
  11    Transpoting heavy materials such as C.I or G.I pipe (a) beyond 5 Km &Upto 10 Km.                 Km.                 300     4218.00
  12    Loading C.I. Or G.I pipes and other miscellaneous iron work                      XVII-11-148      Tonne     38.07    300    11421.00
  13    Unloading C.I. Or G.I pipes and other miscellaneous iron work                    XVIII-11-150     Tonne     38.07    300    11421.00
        Total schedule B-I                                                                                                           896982
        Add 42.31 % above                                                                                                            162892
                                                                                                                                    1059874
 Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of existing C.I Pipe for water supply to
 Jamalpur Rly. Water works from River Ganga at Munger in connection with C/O South Rail Approach of Munger Ganga Bridge.



Schedule 'B-II'
SL No                                Description                             Unit                       Rate          Amount
        Overall percentage increase/decrease over the rates under Malda
        Division of Eastern Railway Engineering Department Schedule of
        Labour & Materials Rate, 2005 for items not included in Sch-A and B-
   1    I.

        Approx basic cost           Rs. 100000                                                                           100000
                                                                                      Add escalation       42.43%         42430
                                                                                                                         142430
Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of existing C.I Pipe
for water supply to Jamalpur Rly. Water works from River Ganga at Munger in connection with C/O South Rail
Approach of Munger Ganga Bridge.




                                             SUMMARY

                       Sch-A-I                     --             26387420.00
                       Sch-A-II                                     158322.00
                       Sch-B-I                     --              1059874.30
                       Sch-B-II                    --               142430.00
                       GRAND TOTAL:                               27748046.30




                                        a54f0368-fb71-4250-9b9f-cfab65a19c7b.xls IBM
Rate analysis item 1

Item: Supplying, laying & jointing D.I. (Ductile Iron) Pipe ISI marked (IS: 8329:2000) Class K-9, PN-10(1.0 Mpa) with
inside cement mortar lining (CML), necessary M.S nuts & bolts as per IS:1367, washer,SBR quality rubber gasket
including excavation of trenches upto 1 metre deep, keeping pipes level or in pre-scribed grade, refilling and
ramming trenches after pipes have been tested to required pressure, cutting pipes as and where required with all
lead.




 SL                 Description                Cost per        Quantity                 Rate                Amount
 No                                              unit      450mm 300mm              450mm 300mm        450mm    300mm
Material Component                                                                                       dia
  1 Cost of pipe with gasket at site          per RM                1           1     5808     3228     5808.00    3228.00
  2 Excise duty                               per RM                1           1   14.42%   14.42%      837.51     465.48
  3 CST on 1 + 2                              per RM                                    4%       4%      265.82     147.74
  4 Unloading, stacking and transp. for layingper RM                                    2%       2%      116.16      64.56
  5 Total material cost                       per RM                                                    7027.50    3905.78
Labour Component

  6  Fitter                                    per RM       0.137       0.109        99       99          13.56      10.79
  7  Helper                                    per RM       0.137       0.109       85.31    85.31        11.69       9.30
  8  Mate                                      per RM       0.025       0.017       99.00    99.00         2.48       1.68
  9  Mazdoor                                   per RM       1.329       0.994       82.37    82.37       109.47      81.88
  10 Chowkidar                                 per RM       0.003       0.003       82.37    82.37         0.25       0.25
  11 Total Labour cost                         per RM                                                    137.45     103.90
  12 Sundries multiplying factor               per RM                               0.0047   0.0061        0.65       0.63
  13 Tools and Plant multiplying factor        per RM                               0.0094   0.0123        1.29       1.28
  14 Total Labour and T&P Basic cost                                                                     139.39     105.81
  15 Escalation on L&M-05                                                           42.31%                58.98      44.77
  16 Total estimated cost of Labour                                                                      198.37     150.59
  17 Total cost of material + Labour                                                                    7225.87    4056.37
     Cost of site Engineer and supervisors     per RM                               1.00%    1.00%        72.26      40.56
     Total cost                                                                                         7298.13    4096.93
  18 Contractor's Profit                                                            12.50%   12.50%      912.27     512.12
  19 Total cost of item                                                                                 8138.14    4568.49

Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be levied.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-11-88 of L&M-2005.
       The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-11-88 of L&M-2005. work
       supervision charge @ 1 % of entire cost is provided in rate analysis as this is very specilised work and qualified
  4 engineer supervision will be necessary.
       Sundry and T&P factor for 450 mm dia pipe is kept same as for 400 mm dia pipe, and for 300 mm dia pipe is kept
  5 same as for 300 mm dia pipe as give in analysis for item XI-11-88 of L&M-2005.
Rate analysis

SFF DI fitting 45 degree Bend

 SL                  Description               Cost per        Quantity                  Rate               Amount
 No                                              unit      450mm 300mm               450mm 300mm        450mm   300mm
Material Component
              o
  1 Cost of 45 D/F bend                      Each                    1           1     14450      8508 14450.00     8508.00
  2 Excise duty                               per RM                 1           1    0.000%   0.000%      0.00        0.00
  3 CST                                       per RM                                      4%       4%    578.00      340.32
  4 Unloading, stacking and transp. for layingper RM                                      2%       2%    289.00      170.16
  5 Transportation upto site with insurance per RM                   1           1     0.00%    0.00%      0.00        0.00
  5 Total material cost                       per RM                                                    15317.0     9018.48
Labour Component

  6    Fitter                                  per RM       0.8223        0.6          99       99         81.41      59.40
  7    Helper                                  per RM       0.8223        0.6         85.31    85.31       70.15      51.19
  8    Mate                                    per RM       0.044        0.022        99.00    99.00        4.36       2.18
  9    Mazdoor                                 per RM       2.8283       1.667        82.37    82.37      232.97     137.31
  10   Chowkidar                               per RM          0           0          82.37    82.37        0.00       0.00
  11   Total Labour cost                       per RM                                                     388.89     250.08
  12   Sundries multiplying factor             per RM                                0.00293   0.0037       1.14       0.93
  13   Tools and Plant multiplying factor      per RM                                 0.0061   0.0073       2.37       1.83
  14   Total Labour and T&P Basic cost                                                                    392.40     252.83
  15   Escalation on L&M-05                                                           42.31%              166.03     106.97
  16   Total estimated cost of Labour                                                                     558.43     359.81
  17   Total cost of material + Labour                                                                  15875.43    9378.29
  18   Contractor's Profit                                                           12.50%    12.50%    1984.43    1172.29
  19   Total cost of item                                                                               17859.86   10550.58
                                                                                             Say        17860.00   10551.00
Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be charged.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
  4 The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-4-78 of L&M-2005.
       Sundry and T&P factor for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm dia
  5 pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
SFF DI fitting 22.5 degree Bend

 SL                  Description               Cost per        Quantity                  Rate               Amount
 No                                              unit      450mm 300mm               450mm 300mm        450mm   300mm
Material Component
                 o
  1 Cost of 22.5 D/F DI bend                 Each                    1           1     14210      6647 14210.00     6647.00
  2 Excise duty                               per RM                 1           1    0.000%   0.000%      0.00        0.00
  3 CST                                       per RM                                      4%       4%    568.40      265.88
  4 Unloading, stacking and transp. for layingper RM                                      2%       2%    284.20      132.94
  5 Transportation upto site with insurance per RM                   1           1     0.00%    0.00%      0.00        0.00
  5 Total material cost                       per RM                                                    15062.6     7045.82
Labour Component

  6    Fitter                                  per RM       0.8223        0.6          99       99         81.41      59.40
  7    Helper                                  per RM       0.8223        0.6         85.31    85.31       70.15      51.19
  8    Mate                                    per RM       0.044        0.022        99.00    99.00        4.36       2.18
  9    Mazdoor                                 per RM       2.8283       1.667        82.37    82.37      232.97     137.31
  10   Chowkidar                               per RM          0           0          82.37    82.37        0.00       0.00
  11   Total Labour cost                       per RM                                                     388.89     250.08
  12   Sundries multiplying factor             per RM                                0.00293   0.0037       1.14       0.93
  13   Tools and Plant multiplying factor      per RM                                 0.0061   0.0073       2.37       1.83
  14   Total Labour and T&P Basic cost                                                                    392.40     252.83
  15   Escalation on L&M-05                                                           42.31%                1.66       1.07
  16   Total estimated cost of Labour                                                                     394.07     253.91
  17   Total cost of material + Labour                                                                  15456.67    7299.73
  18   Contractor's Profit                                                           12.50%    12.50%    1932.08     912.47
  19   Total cost of item                                                                               17388.76    8212.20

Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be charged.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
  4 The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-4-78 of L&M-2005.
       Sundry and T&P factor for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm dia
  5 pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
SFF DI fitting 11.25 degree Bend

 SL                  Description               Cost per        Quantity                  Rate               Amount
 No                                              unit      450mm 300mm               450mm 300mm        450mm   300mm
Material Component
                  o
  1 Cost of 11.25 D/F DI bend                Each                    1           1     13848      5872 13848.00     5872.00
  2 Excise duty                               per RM                 1           1    0.000%   0.000%      0.00        0.00
  3 CST                                       per RM                                      4%       4%    553.92      234.88
  4 Unloading, stacking and transp. for layingper RM                                      2%       2%    276.96      117.44
  5 Transportation upto site with insurance per RM                   1           1     0.00%    0.00%      0.00        0.00
  5 Total material cost                       per RM                                                    14678.9     6224.32
Labour Component

  6    Fitter                                  per RM       0.8223        0.6          99       99         81.41      59.40
  7    Helper                                  per RM       0.8223        0.6         85.31    85.31       70.15      51.19
  8    Mate                                    per RM       0.044        0.022        99.00    99.00        4.36       2.18
  9    Mazdoor                                 per RM       2.8283       1.667        82.37    82.37      232.97     137.31
  10   Chowkidar                               per RM          0           0          82.37    82.37        0.00       0.00
  11   Total Labour cost                       per RM                                                     388.89     250.08
  12   Sundries multiplying factor             per RM                                0.00293   0.0037       1.14       0.93
  13   Tools and Plant multiplying factor      per RM                                 0.0061   0.0073       2.37       1.83
  14   Total Labour and T&P Basic cost                                                                    392.40     252.83
  15   Escalation on L&M-05                                                           42.31%              166.03     106.97
  16   Total estimated cost of Labour                                                                     558.43     359.81
  17   Total cost of material + Labour                                                                  15237.31    6584.13
  18   Contractor's Profit                                                           12.50%    12.50%    1904.66     823.02
  19   Total cost of item                                                                               17141.98    7407.15

Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be charged.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
  4 The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-4-78 of L&M-2005.
       Sundry and T&P factor for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm dia
  5 pipe work from analysis of similar item XI-4-78 of L&M-2005 using the excel function 'TREND()'.
SFF DI fitting Collar joint

 SL                  Description               Cost per        Quantity                Rate                Amount
 No                                              unit      450mm 300mm             450mm 300mm         450mm   300mm
Material Component
  1 Cost of DI collar Joint                  Each                 1            1     15053      8198 15053.00       8198.00
  2 Excise duty                               per RM              1            1    0.000%   0.000%      0.00          0.00
  3 CST                                       per RM                                    4%       4%    602.12        327.92
  4 Unloading, stacking and transp. for layingper RM                                    2%       2%    301.06        163.96
  5 Transportation upto site with insurance per RM                1            1     0.00%    0.00%      0.00          0.00
  5 Total material cost                       per RM                                                  15956.2       8689.88
Labour Component

  6    Fitter                                  per RM       0.8223      0.6          99       99         81.41       59.40
  7    Helper                                  per RM       0.8223      0.6         85.31    85.31       70.15       51.19
  8    Mate                                    per RM      0.02267     0.014        99.00    99.00        2.24        1.39
  9    Mazdoor                                 per RM       1.9017     1.25         82.37    82.37      156.64      102.96
  10   Chowkidar                               per RM          0         0          82.37    82.37        0.00        0.00
  11   Total Labour cost                       per RM                                                   310.45      214.94
  12   Sundries multiplying factor             per RM                              0.00687   0.0042       2.13        0.90
  13   Tools and Plant multiplying factor      per RM                              0.01357   0.0084       4.21        1.81
  14   Total Labour and T&P Basic cost                                                                  316.79      217.65
  15   Escalation on L&M-05                                                         42.31%              134.04       92.09
  16   Total estimated cost of Labour                                                                   450.83      309.74
  17   Total cost of material + Labour                                                                16407.01     8999.62
  18   Contractor's Profit                                                         12.50%    12.50%    2050.88     1124.95
  19   Total cost of item                                                                             18457.89    10124.58

Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be charged.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-13A-89 of L&M-2005 using the excel function 'TREND()'.
  4 The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-13A-89 of L&M-2005.
       Sundry and T&P factor for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm dia
  5 pipe work from analysis of similar item XI-13A-89 of L&M-2005 using the excel function 'TREND()'.
SFF DI fitting Flange socket Tail Piece

 SL                  Description               Cost per        Quantity                  Rate                Amount
 No                                              unit      450mm 300mm               450mm 300mm         450mm   300mm
Material Component
  1 Cost of DI socket tail piece             Each                    1           1      6703      3698   6703.00    3698.00
  2 Excise duty                               per RM                 1           1   0.000%    0.000%       0.00       0.00
  3 CST                                       per RM                                     4%        4%     268.12     147.92
  4 Unloading, stacking and transp. for layingper RM                                     2%        2%     134.06      73.96
  5 Transportation upto site with insurance per RM                   1           1    0.00%     0.00%       0.00       0.00
  5 Total material cost                       per RM                                                      7105.2    3919.88
Labour Component

  6    Fitter                                  per RM       0.8223        0.6         99        99         81.41      59.40
  7    Helper                                  per RM       0.8223        0.6        85.31     85.31       70.15      51.19
  8    Mate                                    per RM       0.023        0.014       99.00     99.00        2.28       1.39
  9    Mazdoor                                 per RM       1.902        1.25        82.37     82.37      156.67     102.96
  10   Chowkidar                               per RM          0           0         82.37     82.37        0.00       0.00
  11   Total Labour cost                       per RM                                                     310.51     214.94
  12   Sundries multiplying factor             per RM                                0.0068    0.0042       2.11       0.90
  13   Tools and Plant multiplying factor      per RM                                0.0136    0.0084       4.22       1.81
  14   Total Labour and T&P Basic cost                                                                    316.84     217.65
  15   Escalation on L&M-05 @ 25 %                                                   42.31%               134.06      92.09
  16   Total estimated cost of Labour                                                                     450.91     309.74
  17   Total cost of material + Labour                                                                   7556.09    4229.62
  18   Contractor's Profit                                                           12.50%    12.50%     944.51     528.70
  19   Total cost of item                                                                                8500.61    4758.33

Notes:
  1 The Rate of material is taken from offered price by ElectroSteel castings limited dt 26-11-2008, along with conditions
       of validity of their offer upto 31-12-2008.
  2 CST of 4 % is provided as per condition of above quotation. Unloading and stacking, transporting material upto tranch
       is assumed as 2 % taking referance from analysis of similar item XI-11-88 of L&M-2005. It is assumed that no octorai/
       entry tax will be charged.
       The requirement of labour for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm
  3 dia pipe work from analysis of similar item XI-13B-90 of L&M-2005 using the excel function 'TREND()'.
  4 The requirement of labour for 300 mm dia pipe is arrived at from analysis of similar item XI-13B-90 of L&M-2005.
       Sundry and T&P factor for 450 mm dia pipe is arrived at by extrapolating the requirement of 300, 350 and 400 mm dia
  5 pipe work from analysis of similar item XI-13A-89 of L&M-2005 using the excel function 'TREND()'.
Item: Taking out old C.I / G.I. Pipes including specials with lead upto 100m and stacking at nominated place
including all excavation, refilling and making good the surface as reqd.

 SL                Description               Cost per    Rate
 No                                            unit
  1
  a   Taking out 400mm dia C.I/ G.I Pipes          Rm    156.80
  b   Taking out 350mm dia C.I/ G.I Pipes          Rm    130.97
  c   Difference for 50 mm dia increase            Rm     25.83
  d                                                Rm
      Cost of taking out 450 mm dia C.I/G.I pipe (a+c)   182.63
                          Escalation on 'd' @ 42.31%      77.27
                                                         259.90
                                              Say Rs       260 per meter
                                                             LAR Statement
 Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe and Dismantling of existing C.I Pipe for water supply to
 Jamalpur Rly. Water works from River Ganga at Munger in connection with C/O South Rail Approach of Munger Ganga Bridge.



                                                  Date till Escalated                   12/31/2008
                                                  Rate of Escalation                          7.00 % PA

Sl. no Description                         Unit            LAR Reference          Date of Opening    Rate    Escalated   Average
                                                                                                               Rate       Rate
      SFF DI Pipe 450 mm dia with push on RM
      Joints
 1a                                               As per Analysis                ECL                           8138.14   8138.0


      SFF DI Pipe 300 mm dia with push on RM
      Joints
 1b                                               As per Analysis                ECL                           4568.49   4568.0


    SFF DI Double flange Bend 450 mm each As per Analysis                        ECL                          17859.86
 2a dia 45 degree                                                                                                        17860.0

    SFF DI Double flange Bend 300 mm each As per Analysis                        ECL                          10550.58
 2b                                                                                                                      10551.0
    dia 45 degree
    SFF DI Double flange Bend 450 mm each As per Analysis                        ECL                          17388.76
 3a dia 22.5 degree                                                                                                      17389.0

    SFF DI Double flange Bend 300 mm each As per Analysis                        ECL                           8212.20
 3b                                                                                                                      8212.0
    dia 22.5 degree
    SFF DI Double flange Bend 450 mm each As per Analysis                        ECL                          17141.98
 4a dia 11.25 degree                                                                                                     17142.0

      SFF DI Double flange Bend 300 mm each As per Analysis                      ECL                           7407.15
 4b                                                                                                                      7407.0
      dia 11.25 degree
Sl. no Description                         Unit           LAR Reference           Date of Opening   Rate     Escalated   Average
                                                                                                               Rate       Rate
          DI Mechanical dia with push on RM As per Analysis
    SFF DI Pipe 450 mmCollar Joint 450 each
                                                                                  ECL                        18457.89
 5a Joints                                                                                                               18458.0
 1a mm dia                                                                                                               8138.0
    SFF DI Mechanical Collar Joint 300 each As per Analysis                       ECL                        10124.58
 5b                                                                                                                      10125.0
    mm dia
    SFF DI Flange Socket tail piece 450 each As per Analysis                      ECL                          8500.61
 6a mm dia                                                                                                               8501.0

      SFF DI Flange Socket tail piece 300 each As per Analysis                    ECL                          4758.33
 6b                                                                                                                      4758.0
      mm dia
      Taking out old C.I / G.I. Pipes 450 mm RM
      dia
  3                                             As per Analysis                                                           260.0


  4   maintainance of pipeline.         per month % of Sch 'A',item 1&2 cost pm
                                               0.1                                      26387420     0.10%               26387.0
      Sch B-I                                     CAO/C/WT/8257,dt.1-10-2008            9/25/2008   41.70%    44.34%
  5                                               CAO/C/WT/8183dt.14-5-08                4/7/2008   30.00%    36.68%     42.31%
                                                  CAO/C/WT/8300,dt.10-10-2008           9/16/2008   43.00%    45.91%
  6   Schedule B-II                               CAO/C/WT/8257,dt.1-10-2008            9/25/2008   41.70%    44.34%
                                                  CAO/C/WT/8149dt.31-12-07              8/10/2007   30.00%    42.69%     42.43%
                                                  CAO/C/WT/8241,dt.15-10-2008           9/25/2008   37.70%    40.26%
                                                    EASTERN RAILWAY
                                                   (Construction Department)

                                             Particulars Required For Calling Tender

1 Name of work-                                        Name of work : Laying of Ductile Iron Pipe and Connection with C.I Pipe
                                                       and Dismantling of existing C.I Pipe for water supply to Jamalpur Rly.
                                                       Water works from River Ganga at Munger in connection with C/O South
                                                       Rail Approach of Munger Ganga Bridge.
2 Reference to sanctioned Estimate
  a) Estimate No. & sanction reference                 RB letter no 2002/W-2/NL/ ECR/MB dated 04-11-2008

   b) Estimate Amount
 c. If Estimate is not, sanctioned, current position   N.A.
    of the estimate with reference, vetting of A/C’s
    etc
    Item no of estimate, page and amount provided
    against item of estimate
 e. If provision in the estimate being exceeded,       The proposal is well within the provision of the respective estimates.
    what action is proposed to meet the
    commitment, savings from other items etc.
3 Approximate cost of this tender now proposed.
a. Schedule: A I                                       Rs 26,387,420.00
b. Schedule: A II                                      Rs 158,322.00
c Schedule: B-I                                        Rs 1,059,874.30
d Schedule: B-II                                       Rs 142,430.00
e Cost of Railway materials to be supplied free        Rs 0.00
    by Railway
f Total of (a) to (e)                                  Rs 27,748,046.30
4 Reference of Tender no/Agreement no for the          ----
    tenders already floated /finalized with brief
    description and cost including cost of Railway
    materials issued free.
5 Total financial commitment up to date against        ----
    this estimate i.e. total of item 3&4 above
    P/Book/FWB Item no, year and allotment for
    the year.
7 Plan no according to which tender is invited or      As per Standard.
    the plan position where pending
8 Complete schedule of items & quantities for          Attached
    which tender is to be invited. The particulars
    are to be furnished as per proforma in item 15
    below.
9 Special condition,if any .if bank guarantee is         Standard
  required (amount to be mentioned )against steel
  etc.(quantities to be mentioned)remaining in
  the custody of contractor during fabrication to
  be indicated specifically.
10 Probable time required for completing the work        12 months
   from date of acceptance of the tender
11 Probable date for commencement of the work

13 Previous accepted rate with Agreement no.
   reference to be indicated (at last three rates)
   against each non schedule item relevant to this
   particulars works ,based on the works already
   finalized in the district including Such-B
   percentage in the Performa g
    Sl.no. Description of work with approx.qnty   Unit   Assessed rate Amount   Previous accepted rate with Agrt.Ref



                                           Attached in separate sheet.
14 If is a risk & cost tender particulars of the N.A.
   previous tender :
15 Approval may be given for inviting Open
   tender/ Limited tender from Cat.’D’, Cat. ‘C’,
   Cat. ‘B’ & Limited tender from Cat.’D’, Cat.
   ‘C’, Cat. ‘B’ & Cat. ‘A’ Contractors of
   approved list as

    Certified that-
    1. Quantities & specification of items of the tender schedule are based on site requirement and I am personally satisfied at
    present with the same.
    2. Quantities and specification (1) above of the tender schedule are based on the respective drawings.
                                                                                                                    Dy CE/Con/JMP

				
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