Construction of RCC road at KASEZ, Gandhidham.

Providing and laying in position cement concrete of specified grade

3 4.1 excluding the cost of centering and shuttering - All work up to plinth

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural CUM 476.00 6812.00 3242512.00

a 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived

from natural sources)

D SUB HEAD : REINFORCED CEMENT CONCRETE WORK

4 Centering and shuttering including strutting, propping etc. and

removal of form for :-

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete SQM 137.40 392.15 53881.41

5 5.22B Steel reinforcement for R.C.C. work ready to use "cut and bend"

rebars of approved make from factory / workshop to construction

site including placing in position and binding all complete upto plinth

5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 20136.55 99.65 2006606.93

D SUB HEAD : ROAD WORK

Description Unit QTY. DSR Rate. DSR Amount

Providing and laying design mix cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using cement content as per design

mix, using coarse sand and graded stone aggregate of 40 mm

nominal size in appropriate proportions as per approved & specified

design criteria, providing dowel bars with sleeve/ tie bars wherever

required, laying at site, spreading and compacting mechanically by

using needle and surface vibrators, levelling to required slope/

camber, finishing with required texture, including steel form work

with sturdy M.S. channel sections, curing, making provision for

6 16.43 contraction/ expansion, construction & longitudinal joints (10 mm

wide x 50 mm deep) by groove cutting machine, providing and filling

joints with approved joint filler and sealants, complete all as per

direction of Engineer-in-charge (Item of joint fillers, sealants, dowel

bars with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum.

Excess/less cement used as per design mix is payable/ recoverable

16.43.1 Cement concrete prepared with batch mixing machine CUM 1190.00 10529.35 12529926.50

7 16.45 Providing and fixing pre-moulded joint filler in expansion joints of per cm 18210.00 5.30 96513.00

RCC roads / CC pavements after making the joints dust free with depth per

high pressure air jet cleaners, all complete as per direction of the cm width

Engineer-in-Charge. (Pre-moulded joint fillers shall be made of per metre

bitumen hot sealing compound impregnated fibre board having length

impregnation more than 35%, conforming to IS:1838 for fibre board

and IS: 1834 for hot sealing bitumen compound grade A.)

A TOTAL DSR AMOUNT IN RS. 18805402.00

C Net Amount 15936781.00