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  • GUWAHATI BIOTECH PARGUWAHATI BIOTECH PARGUWAHATI BIOTECH PARGUWAHATI BIOTECH PARKKKK

    GUWAHATI GUWAHATI GUWAHATI GUWAHATI –––– 781039, 781039, 781039, 781039, ASSAMASSAMASSAMASSAM

    TENDER DOCUMENT

    for

    RENOVATION WORK OF GUWAHATI BIOTECH

    PARK INCUBATION CENTRE (GBPIC) AT

    TECHNOLOGY COMPLEX IN IITG CAMPUS

    PART – II

    PRICE BID

    NIT No. GBPIC/4.6/2010-2011/120, Dt. 11/06/2010

  • 2

    SECTION – 1

    INSTRUCTION TO TENDERER

    1. This document (Part – II : Price-Bid) shall be duly filled up, signed on every pages

    and submitted within the due date & time prescribed in the Notice Inviting Tender. The Price Bid shall be submitted in a separate sealed envelope.

    2. Detailed specifications, terms & conditions and scope of work shall be as per

    descriptions given in the Part – I : Techno-Commercial Bid of the Tender Documents.

  • 3

    BILL OF QUANTITIES

    NAME OF WORK : RENOVATION WORK OF GUWAHATI BIOTECH PARK INCUBATION CENTRE (GBPIC) AT TECHNOLOGY

    COMPLEX IN IITG CAMPUS

    SUMMARY

    SL. NO. ITEM DESCRIPTION AMOUNT (in Rs.)

    1 PART - A : CIVIL WORKS

    2 PART - B : OFFICE FURNITURE WORKS

    3 PART - C : LABORATORY FURNITURE WORKS

    4 PART - D : ELECTRICAL WORKS

    5 PART - E : AIR-CONDITIONING WORKS

    TOTAL

    DISCOUNT, IF ANY @ ………….%

    GRAND TOTAL

    (RUPEES ………………………………………...……………………………………..……………………...……..……….…………………………..)

  • 4

    PART - A : CIVIL WORKS

    Sl. No.

    Description of Items Unit Qty. Rate in Figure

    (Rs.) Rate in Words Amount (in Rs.)

    A EARTH WORK :

    1

    Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lifts up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

    a) All kind of soil Cum. 150

    2

    Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposted layer by ramming and watering, lead upto 50m and lift up to 1.5m.

    Cum. 65

    3 Extra for every additional lift of 1.5m or part thereof in

    a) All kind of soil Cum. 20

    4 Supplying and filling in plinth with local river sand/silt under floors including, watering, ramming consolidating and dressing complete.

    Cum. 190

    5

    Surface dressing of the ground including removing vegetation and in-eqalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

    a) All kind of soil Sq.M. 240

    6 Supplying chemical emulsion in sealed containers including delivery as specified.

  • 5

    a) Chlorpyriphos/Lindane emulsifiable concentrate of 20%

    Ltr. 96

    7 Diluting and injecting checmical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):

    a)

    Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:

    With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

    Sq.M. 240

    B CONCRETE WORK : CEMENT CONCRETE (CAST-IN-SITU)

    8 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.

    a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size)

    Cum. 20

    b) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

    Cum. 140

    c) 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm. average size)

    Cum. 7

    DAMP PROOF COURSE

    9 Providing and laying damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 12.5 mm nominal size).

    Sq.M. 40

    10 Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement used in the mix..

    Per 50 kg

    cement 15

  • 6

    11

    Applying a coat of residual petroleum bitumen of penetration 80/10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushed and finally with a piece of cloth lightly soaked in kerosene oil.

    Sq.M. 40

    MISCELLANEOUS.

    12

    Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

    Sq.M. 55

    C REINFORCEMENT CEMENT CONCRETE WORK :

    CAST-IN-SITU

    13

    Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level.

    a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agg. 20mm. Nominal size)

    Cum. 40

    b) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

    Cum. 15

    14

    Reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and struts etc upto floor five level excluding cost of centering, shuttering and reinforcement.

    a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand: 3 graded stone agg. 20 mm nominal size)

    Cum. 12

  • 7

    15

    Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15o, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5 :3 (1 cement : 1.5 coarse sand ; 3 graded stone aggregate 20mm nominal size)

    Cum. 22

    16

    Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded stone aggregate 20mm nominal size)

    Cum. 2

    FORM WORK

    17 Centering and shuttering including strutting, propping etc. and removal of form for -

    a) Foundations, footings, bases of columns etc. mass concrete.

    Sq.M 125

    b) Walls (any thickness) including attached pilasters, buttress, plinth and string course etc.

    Sq.M. 25

    c) Suspended floors, roofs, landings, balconies and access platform.

    Sq.M. 75

    d) Shelves (Cast-in-Situ) Sq.M. 25

    e) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

    Sq.M. 250

    f) Columns, pillers, Piers, Abutments, Posts and Struts. Sq.M. 250

  • 8

    g) Vertical and horizontal fins individually or forming box louvers, band and facias and eaves boards.

    Sq.M. 15

    h) Weather shade, Chajjas, Corbels etc. including edges.

    Sq.M. 30

    i) Extra for shuttering in circular work Sq.M. 30

    PRE-CAST R.C.C.

    18

    Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

    Cum. 3

    STEEL REINFORCEMENT

    19 Reinforcement for R.C.C. work i/c straightening, cutting bending, placing in position and binding all complete.

    a) Cold twisted bars/Thermo-Mechanically Treated bars. Kg. 10600

    D BRICK WORK :

    20 Brick work with F.P.S.bricks of class designation 75 in foundation and plinth in -

    a) Cement mortar 1:4 (1 cement : 4 coarse sand) Cum. 61.5

    21 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :

    a) Cement mortar 1:4 (1 cement : 4 coarse sand) Cum. 22

  • 9

    HALF BRICK MASONRY.

    22 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level.

    a) Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 530

    23

    Brick edging 7cm wide 11.4cm deep to plinth