2010.08.04 - Hostel AU_ Karaikudi

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					 NAME OF WORK : CONSTRUCTION OF WOMEN'S HOSTEL BUILDING FOR ALAGAPPA POLYTECHNIC COLLEGE CAMPUS AT KARAIKUDI

                                                                                  SCHEDULE - A
EMD.Rs.53,000/-                                                                                                                                 Date of Tender: 04.08.2010
 Sl.      Approximate                                                                                      TN BP                  Rate in Figures
                                                                                                                   NBC NO.                              Per        Amount
 No.        Quantity                                                                                        NO.                     & in Words
  1        1100.00 M3          Earthwork Excavation for foundation in all soils except hard rock            23      VI(S2) 2.2                          1 M3
        (One thousand and      requiring blasting but inclusive of shoring and strutting and bailing out    24     6.1.4 7.1.13                      (One cubic
        one hundred cubic      water wherever necessary refilling the sides of foundation with                        to 8.1                           metre)
             metres)           excavated earth in layers of not more than 15cm thick well rammed and
                               consolidated depositing the surplus earth with in the compound with an
                               initial lead of 10m and lift of 2m in places shown by the departmental
                               officers clearing and leveling the site etc., complete complying with
                               standard specification and as directed by the departmental officers.

  2           55.00 M3         Cement concrete 1:5:10 (one cement, five sand and ten aggregate) 23 & 28 VI (8.2) 8.3 VI                             1 m3   (One
           (Fifty five cubic   using 40mm gauge hard broken blue granite stone jelly for foundation       (S5A) 4.2.1.3                             Cubic metre)
               metres)         and basement including dewatering if found necessary and laid in
                               layers of not more than 15cm thick and compacted etc., complete
                               complying with standard specification and as directed by the
                               departmental officers.
  3         600.00 M2          Supplying and erecting steel centering including necessary supports for 30     VII                                       1m2
            (Six hundred       plane surfaces in foundation and basement for reinforcement concrete                                                    (One
          square metres)       works such as column footing, plinth beam, grade beam, staircase                                                       Square
                               step, bed block etc., which require only normal strutting using M.S.                                                   metre)
                               sheets of size 90cmx60cm BG 10 gauge of stiffened and welded with
                               mild steel angles of size 25mmx25mmx3mm for boarding laid over
                               silver oak joists of size 10cmx6.50cm spaced at about 90cm centre to
                               centre and supported by the casurina props of 10cm to 13cm dia
                               spaced at 75cm centre to centre at suitable intervals etc., complete
                               complying with standard specification. (The payment for centering shall
                               be made only after the concrete is laid).




      Contractor                                                                          1                                                            Chief Engineer
4                         Providing form work for centering, shuttering etc., for all RCC works         30     VII
                          including strutting upto 3.29m high in all floors using mild steel shutters
                          of size 90cmx60cm of BG 10 stiffened with mild steel angles of size
                          25mmx 25mmx3mm laid over silver oak (Country wood) Joists of size
                          10cmx6.5cm spaced at about 90cm c/c and supported by casurina
                          props of 10cm to 13cm dia. (spaced at 75cm c/c) etc., complete
                          complying with standard specification and as directed by the
                          departmental officers. (Removing the same after specified period
                          without damaging the concrete etc.,)


          2130.00 M2                                                                                                        1m2
                          For Plane surfaces such as RCC floor slab, roof slab, rectangular,
       (Two thousand one                                                                                                   (One
a                         square Tee or Ell beam, lintel, bed block staircase waist slab, landing
       hundred and thirty                                                                                                 Square
                          slab landing beam, portico beam, portico slab etc.,
        square metres)                                                                                                    metre)


                                                                                                                            1m2
          1000.00 M2
                          For RCC square or rectangular column, top and bottom slab of                                     (One
b        (One thousand
                          sunshade, boxing sill slab etc.,                                                                Square
        square metres)
                                                                                                                          metre)

5                         Reinforced Cement concrete 1:2:4 (One cement two sand and four                30    VI S3
                          aggregate) using machine crushed granite jelly of 20mm size for all                 SVA
                          RCC work excluding cost of centering and reinforcement grill but                   VI.3.13.
                          including laying, vibrating with mechanical vibrators, finishing, curing
                          etc., complete and also fixing fixtures like fan clamps in the RCC floor /
                          roof slab wherever necessary and the bearing surfaces of walls, beams
                          shall be plastered with cement mortar 1:3 (One cement and three sand)
                          and kraft paper laid etc., complete complying with standard
                          specifications and as directed by the departmental officers.



           205.00 M3
                                                                                                                        1 m3   (One
a      (Two hundred and For Foundation and basement
                                                                                                                        Cubic metre)
       five cubic metres)




    Contractor                                                                         2                                   Chief Engineer
           245.00 M3
       (Two hundred and                                                                                                        1 m3   (One
b                         For Superstructure in Ground floor upto 4.50m height
         forty five cubic                                                                                                      Cubic metre)
             metres)


            17.00 M3
         (SeventeenTwo                                                                                                         1 m3   (One
c                         For Superstructure in First floor upto 4.50m height
       hundred and forty                                                                                                       Cubic metre)
       five cubic metres)

6                          Cement Concrete 1:3:6 (One cement, three sand and six aggregate)            28     VI.8.2.8.3. VI
                           using 40mm gauge hard broken granite stone jelly for dummy columns,                (S5A) 4.2.1.3
                           including consolidating as per standard specification, finishing, curing
                           etc., complete complying with standard specification and as directed by
                           the departmental officer.(Cement concrete 1:2:4 for columns to be
                           extended upto top of splashing with pressed tiles and future extension
                           rods to be embedded in) cement concrete 1:3:6 Dummy column should
                           be atleast in 1m height)


           7.00 M3
                                                                                                                               1 m3   (One
a        (Seven cubic      For Superstructure in First floor upto 4.50m height
                                                                                                                               Cubic metre)
           metres)

7                          Brick work in cement mortar 1:5 (one cement and five sand) using II         31 C       V2
                           class Ground Moulded chamber burnt bricks of size 9" x 43/8×2 3/ 4 ”                  VI S.4
                           including finishing neatly, curing etc., complete complying with standard             VII 3.4
                           specification and as directed by the department officers.(Masonry
                           projections wherever necessary for obtaining required elevation shall
                           be done without extra cost).



           31.00 M3                                                                                                                1 M3
a      (Thirty one cubic   For Foundation and basement                                                                          (One cubic
            metres)                                                                                                               metre)




    Contractor                                                                        3                                           Chief Engineer
8                            Brick work in cement mortar 1:6 (one cement and six sand) using II          31 C    V2
                             class Ground Moulded chamber burnt bricks of size 9" x 43/8×2 3/ 4 ”               VI S.4
                             including finishing neatly, curing etc., complete complying with standard          VII 3.4
                             specification and as directed by the department officers.(Masonry
                             projections wherever necessary for obtaining required elevation shall
                             be done without extra cost).

            142.00 M3
                                                                                                                              1 M3
        (One hundred and
a                         For Foundation and basement                                                                      (One cubic
          forty two cubic
                                                                                                                             metre)
              metres)


             215.00 M3                                                                                                        1 M3
b        (Two hundred and For Super Structure in Ground Floor upto 4.50m height.                                           (One cubic
       fifteen cubic metres)                                                                                                 metre)


             63.00 M3                                                                                                         1 M3
c       (Sixty three cubic   For Super Structure in First Floor upto 4.50m height.                                         (One cubic
             metres)                                                                                                         metre)

9            250.00 M3      Filling foundation and basement with excavated earth in layers of not                         1 m3   (One
        (Two hundred and more than 15cm thick well rammed, watered and consolidated etc.,                                 Cubic metre)
        fifty cubic metres) complete complying with standard specification and as directed by the
                            departmental officers.


10           250.00 M3      Supplying and filling in foundation and basement with Gravel in layers       23               1 m3   (One
        (Two hundred and of not more than 15cm thick well rammed watered and consolidated                                 Cubic metre)
        fifty cubic metres) etc., complete complying with standard specification and as directed by
                            the departmental officers.


11          190.00 M3       Supplying and Filling in foundation and basement with filling sand in        24 &             1 m3   (One
        (One hundred and layers of not more than 15cm thick well rammed watered and                       25              Cubic metre)
       ninety cubic metres) consolidated etc., complete complying with standard specification and
                            as directed by the departmental officers.




     Contractor                                                                         4                                    Chief Engineer
12           85.00 M3       Cement concrete 1:5:10 (one cement, five sand and ten aggregate) 23 & 28 VI (8.2) 8.3 VI   1 m3   (One
         (Eighty five cubic using 40mm gauge hard broken blue granite stone jelly for flooring       (S5A) 4.2.1.3     Cubic metre)
             metres)        including dewatering if found necessary and laid in layers of not more
                            than 15cm thick and compacted etc., complete complying with standard
                            specification and as directed by the departmental officers.


13          120.00 RM      Fabricating supplying and fixing in position CRCA pressed steel box        Spl                 1 RM
        (One hundred and   section 18 gauge or 1.25mm thick for door frames of section size                            (One running
          twenty running   105mm x 60mm x1.25mm thick with necessary rebate of size                                       metre)
             metres)       35x15mm for housing door shutters conforming to IS specification.
                           Frames shall be fabricated according to the door size with joints
                           properly welded and grinded. Stiffeners with 25x3mm MS flat shall be
                           provided around the frame at 60cm intervals. The cost shall also
                           include for providing 3 Nos. of MS clamps with 25x3 flats each on
                           either sides of door frame, providing bottom tie, with 10mm dia MS rod,
                           providing necessary holes for receiving tower bolts 2 Nos. with
                           stiffeners on inner side, providing the required number of I.O hinges of
                           size 125x30mm for shutters properly welded to the frames, finishing the
                           door with one coat of good quality red
                           oxide primer with cement concrete 1:2:4 (One cement, two sand and
                           four aggregate) using 20mm gauge hard broken granite stone jelly
                           packed inside to the frame including cost of all materials, fabrication
                           and conveyance to the site and fixing in position with necessary
                           scaffolding etc., complete complying with standard specification and as
                           directed by the departmental officer.




     Contractor                                                                      5                                    Chief Engineer
14          12.00 M2      Manufacturing, Supply and Fixing of steel doors of size 1.2mx2.1m with        Spl     1m2
         (Twelve square   following specification. MS angles of size 40x40x 6mm at 3.5 kg/m                    (One
            metres)       used for the outer frame and MS angles of size 35x35x5mm at 2.60                    Square
                          kg/m for the shutter frames. Stiffners with 32x6mm at 1.50 Kg/m. MS                 metre)
                          flat is provided as the lock rail of the door and welded infact of both
                          ends to the shutter frame, 18 gauge CR sheets of best quality is laid as
                          panel in the shutter frames. 18x5mm at 0.70 kg/m MS flat is welded
                          over the 32x6mm at 1.50 Kg / RM and MS flat on the rear side of the
                          door sandwitching the CR sheet for rigidity with locking rail and bottom
                          tie arrangements. Additional stiffners with 18x5 mm at 0.7 kg/m MS
                          flats are provided horizontally diagonally on the rear side of the shutter.
                          2Nos of hinges in case of single leaf and 4Nos of hinges in case
                          double leaf shutter is provided 6 Nos of hold fasts 200 length
                          40x40x6mm M.S. angle spliced at the ends are welded to the outer
                          frame of the door.

                          Tower bolt 2 Nos. one at top and the other at bottom are provided.
                          One aldrop is provided incase of double leaves door at lock rail section
                          in the door. For single leaf doors, one more aldrop is provided in the
                          inner side at the lock rail section of the door. One rotating locking
                          arrangements at the inner side of the door and additional provision for
                          locking arrangements for lock is provided with 32x6mm MS flat on the
                          rear side of the door at an appropriate place incase of a double leaves
                          door MS flat 32x6mm at 1.50 kg/m is provided on the edge of one
                          shutter to conceal the gap between the shutters. A tie bar is provided at
                          the bottom of the outer frame to prevent twisting of frame during
                          transportation of fixing. All members are given a shop coat of red oxide
                          primer as directed by the departmental officers. The rate includes cost
                          of all materials labour charges transportation taxes and all other
                          incidental charges etc., complete.




     Contractor                                                                        6                      Chief Engineer
15                          Manufacturing, supplying and fixing in position of steel glazed window       Spl
                            with openable shutter. Frame and shutter frame made out of steel
                            section confirming to IS 7452/1982. The outer frames of windows made
                            of 'Z' section (F7D) of size 33x25x3mm confirming to IS 7452 / 1981.
                            Mullions are made of (F4B) of section size 46x25x3mm confirming to Is
                            7452 / 1982. The shutters are individual and each of them can be
                            operated separately. Sash bars are made of 'T' section (T2) of size
                            20x25x3mm 2 Nos of sturdy hinges and one number of handle cum
                            latch of special type are fixed with openable shutter. Suitable opening is
                            left for its easy operation. One number of window adjustable string with
                            firm brackets of sufficient length provided for each shutter 4 Nos of
                            40x40x6mm angle hold fast 200mm length are welded to the frame at
                            appropriate point MS square bars of 12mm size is welded to the inner
                            face of the window at equal intervals not exceeding 10cm spacings.
                            3mm pin headed glass is used for glazing with good quality. T.W.
                            beading size 15x15mm with screws for fixing.


                            Grill members are painted with one coat of primer. Also rate is inclusive
                            of cost of all materials, labour charges for fixing, one coat of primer,
                            welding charges, transportations to the work site, loading unloading
                            and all other incidental charges etc., complete.


                                                                                                                              1m2
             61.00 M2
                                                                                                                             (One
a       (Sixty one square For Three leaves.
                                                                                                                            Square
             metres)
                                                                                                                            metre)
                                                                                                                              1m2
            13.00 M2
                                                                                                                             (One
b       (Thirteen square    For Single Leaf
                                                                                                                            Square
             metres)
                                                                                                                             metre)
16           545.00 Qtl      Supplying, fabricating and placing in position of steel reinforcement       97    VI (8.6)      1 Qtl
        (Five hundred and using MS / Ribbed tor steel rods for all RCC works as per the design                  VII.3.    (One quintal)
         forty five quintal) given including cost of steel and binding wire also in all floors etc.,
                             complete complying with standard specification. (The contractor will
                             have to make his own arrangement for the supply of M.S. plain rod /
                             RTS rod and black binding wire)




     Contractor                                                                         7                                    Chief Engineer
17                          Brick partition wall 11.10 cm thick using II Class Ground moulded 31 & 38C VI.S4. VII.12
                            Chamber burnt bricks of size 9" × 43/8"x 23/4” in cement mortar 1:3            GL
                            (One cementand three sand) including fixing hoop iron reinforcement if
                            found necessary, laying, finishing and curing and including plastering
                            in CM 1:5 (One cement and five sand) 12mm thick on both sides etc.,
                            complete complying with standard specification and as directed by the
                            departmental officer etc., complete.


             535.00 M2                                                                                                      1m2
        (Five hundred and                                                                                                  (One
a                           For Super Structure in Ground Floor upto 4.50m height.
         thirty five square                                                                                               Square
               metres)                                                                                                    metre)

                                                                                                                            1m2
             85.00 M2
                                                                                                                           (One
b       (Eighty five square For Super Structure in First Floor upto 4.50m height.
                                                                                                                          Square
             metres)
                                                                                                                          metre)
18                          Brick work in cement mortar 1:3 (one cement and three sand) using           31 C    V2
                            II class Ground Moulded chamber burnt bricks of size 9" x 43/8 × 23 / 4 ”          VI S.4
                            including finishing neatly, curing etc., complete complying with standard          VII 3.4
                            specification and as directed by the department officers.(Masonry
                            projections wherever necessary for obtaining required elevation shall
                            be done without extra cost).



                                                                                                                            1 M3
            10.00 M3
a                         For Super Structure in First Floor upto 4.50m height.                                          (One cubic
       (Ten cubic metres)
                                                                                                                           metre)




     Contractor                                                                        8                                   Chief Engineer
19         3130.00 m2     Special ceiling plastering and finishing the exposed surface of RCC                          1 m2
        (Three thousand   items of work such as slab, beam, sunshade, facia, canopy slab,                           (One square
        one hundred and   staircase waist slab, landing slab etc., with cement mortar 1:3 (One                        metre)
          thirty square   cement and three sand) 10mm thick including hacking the surfaces and
             metres)      providing cement mortar nosing, beading for sunshade, staircase, step,
                          landing slab neat and finishing and curing etc., complete complying
                          with standard specification and as directed by the departmental
                          officers.

20          3300.00 m2    Plastering with cement mortar 1:5 (one cement and five sand) 12mm 56 & 57      V (S4) 3      1 m2
        (Three thousand   thick in all floors using fine river sand including finishing, curing, etc.,              (One square
          three hundred   complete complying with standard specification and as directed by the                       metre)
         square metres)   departmental officers.



21          60.00 m2      Plastering with cement mortar 1:3 (one cement and three sand) 12mm 56 & 57     V (S4) 3      1 m2
          (Sixty square   thick in all floors with water proofing compound 2% as per standard                       (One square
             metres)      specification and as directed by the departmental officers.                                 metre)



22          20.00 m2      Plastering with cement mortar 1:3 (one cement and three sand) 20mm 56 & 57     V (S4) 3      1 m2
         (Twenty square   thick in all floors with water proofing compound 2% as per standard                       (One square
             metres)      specification and as directed by the departmental officers.                                 metre)



23         22.00 M2       Supplying and Fixing RCC Jally of 50mm thick approved design in 30 & 62                       1m2
       (Twenty two square RCC 1:2:4 (One part of cement, two part of sand and four part of of                          (One
            metres)       aggregate) using 20mm HBG stone jelly and river sand excluding cost                         Square
                          of reinforcement but including moulding charges curing, neat finishing                      metre)
                          etc., and labour charges for fixing the jally in position etc., complete
                          complying with standard specification and as directed by the
                          departmental officer.




     Contractor                                                                    9                                   Chief Engineer
24           44.00 M2      Supplying and fixing Medium density fibre board of exterior grade                  1m2
        (Forty four square 35mm thick Single leaf shutter conforming to I.S. 12406 / 1989 with               (One
             metres)       external teak wood lipping of size 35x12mm on all edges with                     Square
                           necessary adhesive and C.P. Screws, including fixing for aldrop, tower           metre)
                           bolt,hinges and lock strike plates, putty, fevical ,painting the teak wood
                           lipping etc., and including the cost of aluminium hinges 125x30mm size
                           - 3Nos. Aluminium aldrop of size - 250x16 mm - 1No. Aluminium tower
                           bolt of size 250x12mm - 1No. tower bolt of size 200x12mm - 1No, D
                           type aluminium handle of size 200mm-1No., aluminium door stopper
                           with nylon bush - 1No. shall be provided. All aluminium furniture fittings
                           are to be anodised with matt finish under electrically controlled
                           condition in accordance with ISI specification 1868 / 1962 for anodic
                           film thickness of not less than 15 microns. The rate is inclusive of cost
                           of fevical fixing charges, transportation, loading, unloading all other
                           incidental charges and handling charges etc., complete complying with
                           standard specification.

25           3.00 M2        Supplying and fixing Medium density fibre board of exterior grade                 1m2
          (Three square     35mm thick double leaves shutter conforming to I.S. 12406 / 1989 with            (One
             metres)        external teak wood lipping of size 35x12mm on all edges with                    Square
                            necessary adhesive and C.P. Screws, including fixing for aldrop, tower          metre)
                            bolt,hinges and lock strike plates, putty, fevical ,painting the teak wood
                            lipping etc., and including the cost of aluminium hinges 125x30mm size
                            - 6Nos. aluminium aldrop of size - 250x16 mm - 1No. Aluminium tower
                            bolt of size 250x12mm - 2Nos. tower bolt of size 200x12mm - 1No, D
                            type aluminium handle of size 200mm-2Nos., aluminium door stopper
                            with nylon bush - 2Nos. shall be provided.The cost is inclusive of
                            rebate cutting for the shutter.

                            All aluminium furniture fittings are to be anodised with matt finish under
                            electrically controlled condition in accordance with ISI specification
                            1868 / 1962 for anodic film thickness of not less than 15 microns. The
                            rate is inclusive of cost of fevical fixing charges, transportation, loading,
                            unloading all other incidental charges and handling charges etc.,
                            complete complying with standard specification.




     Contractor                                                                           10                Chief Engineer
26           5.70 M2       Manufacturing, supplying and fixing of MS Collapsible gate of any size         Spl       1m2
        (Five point seven as directed by using 30 X 30 X 5 mm MS angles as outer frame with                        (One
       zero square metres) collapsible gate made out of 20 X 8mm NS heavy duty channel section                    Square
                           for top and bottom and 18 X 5mm MS flats for collapsible gate                          metre)
                           confirming to I.S. specification and as directed by the departmental
                           officers. The rate is inclusive of cost of M.S. flats, channels sections
                           and angels, tranporation charges, labour charges for cutting,
                           fabrication, welding including cutting holes, revetting, finishing,
                           assembling etc., fixing in position including dismantling the masonry
                           wherever necessary to the extent required redoing the same to the
                           original condition after fixing including one coat of red oxide primer etc.,
                           complete complying with standard specification.
27                          Finishing the top of flooring with granolithic floor finish of following      39F
                            thickness with plain cement concrete of mix 1:2:4 (One cement, two
                            sand and four aggregate) using 10 to 12mm ISS gauge hard broken
                            granite stone including finishing the top smooth and forming thread
                            lining and curing etc., complete complying with standard specification
                            and as directed by the departmental officers

             310.00 M2                                                                                             1 M2
a      (Three hundred and For 20mm thick                                                                        (One square
        ten square metres)                                                                                        metre)

28           35.00 M2       Supplying and fixing 30mm thick Solid core PVC door shutter with PVC                    1m2
        (Thirty five square frame of size 50x45mm with suitable rebate for housing the shutter                     (One
              metres)       consisting of frame made out of MS tubes 19 gauge thickness and size                  Square
                            of 19x19mm for styles and 15x15mm for top and bottom rails, M.S.                      metre)
                            frame shall be covered with 5mm thick heat moulded PVC 'C' channel
                            of size 30x50mm forming styles and 75x50mm for top rail, lock rail and
                            bottom rail on either side and 10mm thick 20mm wide cross PVC sheet
                            as gap insert for top rail, bottom rail. Panelling of 5mm thick PVC sheet
                            bearing on either side and join to gether other side etc., An additional
                            5mm thick PVC strip of 20mm width is to be stack and the interior side
                            of the 'C' channel using PVC sealant adhesive including cost of all
                            furniture fittings such as aluminium aldrop of size 250x16mm - 1No.
                            aluminium tower bolt 250x12mm - 1No. aluminium D type handled
                            200mm etc., complete complying with standard specification and as
                            directed by the departmental officers.




     Contractor                                                                         11                         Chief Engineer
29          18.00 M2       Supplying and Fixing in position steel balustrades and 50mm dia GI                                   1 M2
        (Eighteen square   pipe for hand rail using 20mm square rods at 150mm c/c and two                                    (One square
             metres)       balustrades in a single step centrally located and top welded with M.S.                             metre)
                           flats 40x6mm for fixing with the M.S.hand rails having a groove
                           40x6mm and bottom fixed in the step concrete firmly M.S.flat of size
                           50x6mm to be provided at the Centre of balustrades connecting all
                           square rods of size 20mm fixing at 15cm c/c to the entire length of the
                           balustrades welding all faces infact including one coat of primer anti
                           corrosive paint for the square rods and flats etc., complete complying
                           with standard specification and as directed by the departmental
                           officers.

30          70.00 M3       Weathering course using best quality of broken brick jelly of 20mm        44       V2VII 13          1 M3
         (Seventy cubic    gauge in pure slacked lime (no sand to be added) over roof slab the                               (One cubic
            metres)        proportion of brick jelly to lime being 32:12.5 Cft. by volume and laid                             metre)
                           over the RCC roofslab in a single layer and consolidated to the
                           required design and finished thickness by beating the concrete with
                           wooden beater to the size required slope of approved pattern and
                           keeping the surface constantly wet by sprinkling lime jaggery water
                           etc., complete complying with standard specification and as directed by
                           the departmental officers.

31         900.00 M2       Finishing the top of roof with one course of pressed tiles of size        44-I   V2, VII.5 4.12       1m2
         (Nine hundred     23×23×2cm of approved quality laid in cement mortar 1:3 (One cement                  VII.13          (One
         square metres)    and three sand) 12mm thick mixed with 2% water proofing compound                                    Square
                           (confirming to Indian standard specification) by weight of cement used                              metre)
                           and pointed with the same mortar including mixing of red oxide etc.,
                           complete complying with standard specification and as directed by the
                           departmental officers.

32          200.00 M2      Dadooing the walls with white glazed tiles of size 150mmx 150mmx          Spl                        1 M2
          (Two hundred     6mm of approved quality set in cement mortar 1:2 mix (one cement &                                (One square
         square metres)    two sand) 10mm thick and pointing with same coloured cement using                                   metre)
                           0.40kg/m2 including finishing the joints neatly finish in the surface
                           etc.,complete complaying with standard specifications. (The tiles used
                           on the works should be got approved by Executive Engineer before use
                           on the work).




     Contractor                                                                     12                                          Chief Engineer
33          685.00 M2       Paving the flooring with Plain colour ceramic tiles of approved quality       39F                     1 m2
        (Six hundred and    and colour of size 305x305x6mm for flooring in all floors over a base                             (One square
          eighty square     layer of cement mortar 1:3 (one cement and three sand) 20mm thick                                    metre)
             metres)        and pointing with white cement using 0.30kg/m2 of white cement
                            including adding suitable colour pigments to suit the colour of tiles
                            finishing perfectly and curing as directed by the Departmental officers
                            including cost of tiles, all materials and incidential charges,
                            transportation charges and labour charges for laying tiles etc.,
                            complete complying with standard specification and as directed by the
                            Departmental officers . (The tiles should be got approved by the
                            Departmental officers before use on works).

34          80.00 RM        Supplying and fixing in position best approved of ISI quality of 110mm        97      VI (S6)        1RM
         (Eighty running    diameters of PVC rain water down fall pipes having a working pressure                  VII.3      (One running
             metres)        of 4 kg / sq.cm including cost of necessary PVC shoe, PVC bend, C.I.                                 metre)
                            gratings of required diameter and special clamps, brass screws, nails,
                            teakwood plugs etc., and fixing of cast iron gratings at juction of
                            parapet and the RCC roof slab including finishing, neatly etc.,
                            complete. The rate shall be inclusive of cost of removable iron grating.
                            The PVC pipe shall be fixed in wall with special type of clamps. Special
                            type "U" clamp at the centre of the pipe line shall be fixed in addition to
                            those for more than 3.0M pipe length etc., complete complying with
                            standard specification and as directed by the departmental officers.


35         5100.00 M2       White washing two coats to walls and ceiling in all floors with best shell    68    V.VII 32.15      1 M2
       (Five thousand and   lime including cost of lime fevicol and sodium chloride and other                                 (One square
       one hundred square   materials like brushes scaffolding charges etc., including preparing the                            metre)
             metres)        surface, neat finishing etc., complete complying with standard
                            specification and as directed by the departmental officers.

36         2600.00 M2       Cement painting two coats with best and approved quality of cement            64    V.VII 32.15      1 M2
       (Two thousand and    paint over the one coat of primer using cement paint including cost of                            (One square
       six hundred square   paint and other materials, brushes, scaffolding charges etc., including                             metre)
             metres)        clearing the surface by manual labour etc., complete complying with
                            standard specification and as directed by the departmental officers.




     Contractor                                                                         13                                       Chief Engineer
37          120.00 M2        Painting new wood works two coats with best approved first quality         66A   V.VII.3 & 15       1m2
        (One hundred and     and colour of synthetic enamel paint over a priming coat of approved                               (One
          twenty square      quality and colour in all floors etc., complete complying with standard                           Square
             metres)         specification and as directed by the departmental officers. (The make,                            metre)
                             quality and colour of paint should be got approved by the Engineer
                             before use on work).


38         175.00 M2         Painting new iron works with two coats of best approved first quality      66A   V.VII.3 & 15       1m2
       (One hundred and      and colour of synthetic enamel paint over the existing red oxide priming                           (One
       seventy five square   coat in all floors excluding cost of priming coat etc., complete                                  Square
            metres)          complying with standard specification and as directed by the                                      metre)
                             departmental officer. (The make, quality and colour of paint should be
                             got approved by the Engineer before use on work).

39          65.00 M2        Roofing with best quality Asbestos Cement fully corrugated sheet of         49                       1m2
         (Sixty five square 6mm thick grey colour including cost of J bolts (or) U hooks bolts and                              (One
              metres)       nuts, bitumen washers and cutting the sheets to required sizes if found                            Square
                            necessary during execution etc., complete complying with standard                                  metre)
                            specification and as directed by the departmental officers.


40          50.00 RM         Supplying and fixing in position 'B' Class GI pipes of size 50mm for       Spl                     1 RM
          (Fifty running     holding the AC sheet roof including dismantling the masonry etc.                                (One running
             metres)         wherever required to fix the pipe and making necessary holes in G.I.                               metre)
                             pipes for fixing the clamps and bolts including cutting, welding and
                             pointing the G.I. pipe with two coats of Synthetic enamel paint over one
                             coat of primer and making good the damged poritions to the original
                             conditions etc., complete complying with standard specification and as
                             directed by the departmental officers.




     Contractor                                                                        14                                       Chief Engineer
41          9.00 Nos.      Supplying and fixing in position Indian water closet oriya type of size     Spl    1 No.
         (Nine numbers)    580x440mm white glazed earthernware of approved quality with 'P"                  (Each)
                           trap or 'S' trap conforming to IS 2556-Part XII with sand cushion and
                           forming flooring alround the closet using 40mm broken brick jelly in
                           lime concrete 1:2:5 (One part of lime, two parts of sand and five parts
                           of brick jelly) 100mm thick and finishing the top to required slope and
                           including giving necessary connection to PVC. pipes by dismantling
                           brick masonry, reinforced cement concrete roof/floor slab and making
                           good the disturbed portion to original condition without leakage etc.
                           complete complying with standard specification and as directed by the
                           Departmental Officers.(The Oriya type Water Closet should be got
                           approved by the Departmental Officers before use on work)



42          6.00 Nos.      Supplying and fixing in position Indian make bevelled edge mirror of               1 No.
          (Six numbers)    approved quality and brand of size 600x450mm with necessary plastic               (Each)
                           back, PVC. Frame with bottom stand of approved colour with brass
                           screws, rawal plugs etc. complete complying with standard
                           specification. The materials should be got approved by the
                           Departmental Officers complete complying with standard specification.


43          8.00 Nos.      Supplying and fixing in position best quality of approved make white        Spl    1 No.
         (Eight numbers)   glazed earthernware WASH HAND BASIN of size 550x400mm with a                      (Each)
                           pair of cast iron brackets, including cost of 15mm diametre brass
                           chromium plated pillar tap, 32mm diametre C.P.waste, 32mm diametre
                           PVC.Waste pipe with rubber plug and chain, 15mm diametre gun metal
                           wheel valve, 15mm dia brass nipple, 15mm dia nylon connection etc.
                           including fixing the wash hand basin in the wall in position with pair of
                           C.I.brackets with teak wood plugs and screws and giving necessary
                           water supply connection and painting the brackets with two coats of
                           paint over a priming coat of anti-corrosive paint including testing for
                           leakage etc., complete as directed by the Departmental Officers
                           complying with standard specification.(The wash hand basin and
                           specials should be got approved by the Departmental Officers before
                           use on work)




     Contractor                                                                       15                     Chief Engineer
44                         Supplying and Fixing in position best quality PVC Soil / Waste pipes of    Spl
                           various sizes having ISI mark and providing leak proof joints including
                           fixing to the wall with special PVC / MS clamps etc., and making
                           connection to all sanitary fittings. Dismantling masonry / RCC works
                           wherever necessary and making good the dismantled portion to the
                           original condition complying with standard specification etc., complete.
                           (The PVC pipe should be got approved by the Executive Engineer
                           before use on works).


            120.00 RM
                                                                                                               1 RM
        (One hundred and
a                        110mm dia PVC soil / waste pipe 6kg/cm2                                            (One running
          twenty running
                                                                                                               metre)
             metres)


            50.00 RM                                                                                           1 RM
b         (Fifty running   63mm dia PVC soil / waste pipe 6kg/cm2                                           (One running
             metres)                                                                                           metre)

45                         Supplying, laying and jointing G.I.Pipe of approved and best variety       Spl
                           conforming to IS.specification with ISI.mark of the following sizes
                           including cutting and threading of G.I. Pipe and fixing specials but
                           excluding cost of such specials but including necessary earthwork
                           excavation to required depth and refilling the trenches with excavated
                           earth and conducting required water test etc., complete complying with
                           standard specification and as directed by the Departmental
                           Officers.(The G.I..Pipe should be got approved by the Departmental
                           Officers before use on work). External Water Supply Arrangements.
                           Below ground level


            90.00 RM                                                                                           1 RM
a        (Ninety running   40mm dia G.I. pipe                                                               (One running
             metres)                                                                                           metre)




     Contractor                                                                      16                        Chief Engineer
46                         Supplying,laying and jointing G.I.Pipe 'B' class of approved and best        Spl
                           variety conforming to IS.specification with IS.mark of the following sizes
                           including fixing G.I.Specials but excluding cost of such specials cutting
                           and threading of pipes but including fixing to wall with necessary teak
                           wood plugs, M.S.clamps and screws and making holes on the wall (or)
                           drilling holes in roof and making good the dismantled portion to original
                           condition with necessary brick work and plastering wherever necessary
                           with necessary scaffolding charges including two coats of synthetic
                           enamel paint of approved quality and colour over one coat of red oxide
                           primer as directed by the Departmental Officers complete complying
                           with standard specification. The G.I.Pipe should be got approved by the
                           Departmental Officers before use on work. External Water Supply
                           Arrangements. Above ground level



            12.00 RM                                                                                             1 RM
a        (Twelve running   40mm dia G.I. pipe                                                                 (One running
             metres)                                                                                             metre)


            110.00 RM                                                                                            1 RM
b       (One hundred and 32mm dia G.I. pipe                                                                   (One running
       ten running metres)                                                                                       metre)


             54.00 RM                                                                                            1 RM
c       (Fifty four running 25mm dia G.I. pipe                                                                (One running
              metres)                                                                                            metre)


            50.00 RM                                                                                             1 RM
d         (Fifty running   20mm dia G.I. pipe                                                                 (One running
             metres)                                                                                             metre)




     Contractor                                                                       17                         Chief Engineer
47                        Supplying and fixing in position first quality and approved variety of Gun   Spl
                          Metal Gate Valve / Wheel Valve heavy type with ISI mark of the
                          following sizes including cost of shellac, thread ball, including labour
                          charges for cutting and threading of G.I. Pipes etc., complete
                          complying with standard specifications and as directed by the
                          departmental officers for both internal and external water supply
                          arrangements. The Gate valve/ Wheel valve should be got approved by
                          the departmental officers before use on work.

            5.00 Nos.                                                                                         1 No.
a                         40mm dia GM Gate Valve.
         (Five numbers)                                                                                      (Each)



            6.00 Nos.                                                                                         1 No.
b                         32mm dia GM Gate Valve.
          (Six numbers)                                                                                      (Each)



            6.00 Nos.                                                                                         1 No.
c                         25mm dia GM Gate Valve.
          (Six numbers)                                                                                      (Each)



            9.00 Nos.                                                                                         1 No.
d                         20mm dia GM Gate Valve.
         (Nine numbers)                                                                                      (Each)

48                        Supplying and Fixing the following GI specials type of approved quality      Spl
                          and good variety of various sizes excluding fixing charges, but
                          including cutting and threading of pipes painting two coats synthetic
                          enamel paint over one coat of priming coat for the GI specials in case
                          of pipe line above ground level and one coat of tar in case of pipe line
                          below ground level for both internal and External water supply
                          arrangements etc., complete complying with standard specification and
                          as directed by the Departmental Officers. (The G.I. specials shoul be
                          got approved by the Engineer before use on work.




     Contractor                                                                      18                      Chief Engineer
          12.00 Nos.                                      1 No.
a                       40mm dia GI Elbow
       (Twelve numbers)                                  (Each)



          10.00 Nos.                                      1 No.
b                        32mm dia GI Elbow
        (Ten numbers)                                    (Each)



          18.00 Nos.                                      1 No.
c                        25mm dia GI Elbow
      (Eighteen numbers)                                 (Each)



          24.00 Nos.
                                                          1 No.
d        (Twenty four    20mm dia GI Elbow
                                                         (Each)
           numbers)


          24.00 Nos.
                                                          1 No.
e        (Twenty four    20mm X 15mm dia GI Elbow
                                                         (Each)
           numbers)



           6.00 Nos.                                      1 No.
f                        40mm dia GI Tee
         (Six numbers)                                   (Each)



           6.00 Nos.                                      1 No.
g                        32mm dia GI Tee
         (Six numbers)                                   (Each)



          18.00 Nos.                                      1 No.
h                        25mm dia GI Tee
      (Eighteen numbers)                                 (Each)




    Contractor                                      19   Chief Engineer
           18.00 Nos.                                                                                       1 No.
i                         20mm dia GI Tee
       (Eighteen numbers)                                                                                  (Each)



            8.00 Nos.                                                                                       1 No.
j                          40mm dia GI union
         (Eight numbers)                                                                                   (Each)



            6.00 Nos.                                                                                       1 No.
k                          32mm dia GI union
          (Six numbers)                                                                                    (Each)



            9.00 Nos.                                                                                       1 No.
l                          25mm dia GI union
         (Nine numbers)                                                                                    (Each)



           12.00 Nos.                                                                                       1 No.
m                        20mm dia GI Union
        (Twelve numbers)                                                                                   (Each)

49         24.00 Nos.      Supplying and fixing in position 15mm dia Chromium Plated brass           Spl    1 No.
          (Twenty four     screw down tap (heavy type) of approved make conforming to ISS.and              (Each)
            numbers)       including cost of shellac, thread complete complying with standard
                           specification and including cutting and threading wherever
                           necessary.(Taps should be got approved by the Departmental Officers
                           before use on the work)

50                         Pre - casting and Fixing RCC precast slab of following thickness in       30
                           cement concerete 1:2:4 (One of cement, two of sand and four of
                           aggregate) using 20mm hard broken stone jelly and river sand,
                           excluding the cost of reinforcement grills and fabrication charges,
                           moulding, curing, finishing charges and fixing in position neatly etc.,
                           complete complying with standard specification and as directed by the
                           departmental officers.




     Contractor                                                                     20                     Chief Engineer
            135.00 M2                                                                                             1m2
        (One hundred and                                                                                         (One
a                          25mm thick
        thirty five square                                                                                      Square
              metres)                                                                                           metre)
51          986.00 M2        Providing Anti – termite treatment to soil adjacent and under building     Spl       1m2
        (Nine hundred and    foundation, plinth periphery of the building by application of chemicals            (One
         eighty six square   of IS 6313 part I to IV in stage to suit the progress of work consist as           Square
              metres)        per the detailed specification as below (Measurements taken for the                metre)
                             plinth area for the purpose of payment) including braking of termite
                             mounds, making holes with crow bar, closing the holes after the
                             treatment and including cost of chemicals, labour charges, transport &
                             storing etc., complete and as directed by the departmental officers.(The
                             chemical should be got approved by Executive Engineer before use on
                             work).
                             Stage -1 : Spraying Anti –termite chemical solution for the foundation
                             before laying concrete, in bottom and sides of foundation.
                             Stage-2 : Spraying Anti –termite chemical solution to the grade beam
                             level, spraying has to done for to grade beam brick masonry contact
                             with the back fill earth.

                             Stage-3 : Spraying Anti –termite chemical solution on the sand for the
                             flooring before laying the flooring concrete. This treatment has to be
                             carried out and sand filling by making holes with crow bar to a depth of
                             60cms and at 60cms intervals on both direction and at junction of wall
                             and flooring throughout.
                             Stage -4 : Spraying Anti –termite chemical solution alround building
                             outside by making holes through bar before laying plinth protection and
                             the holes to be close after the treatment.
52           215.00 M2       Damp proof Course with Cement Mortar 1:4 (One cement & four sand)                   1 M2
        (Two hundred and     12mm thick of the following mixed with water proofing compound of                (One square
          fifteen square     approved quality confirming to ISS @ 2% by weight of cement used as                metre)
              metres)        complete complying with standard specification and as directed by the
                             department officers.


                             52 (Fifty Two Items Only)




     Contractor                                                                        21                        Chief Engineer

				
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