Sardar Sarovar (Narmada) Project

Sr.No Description QUANTITY UNIT RATE AMOUNT (INR)

Box cutting the road surface to proper slope and camber for making a base for

1 road work including removing the excavated stuff and depositing on the road side 2759.07 cum 102.93

slope as directed upto 50Mt.lead

Supplying and Fixing road sign board of M.S. plates and angle iron including

2 painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary 50.00 Nos 3072.99

excavation etc. complete as per I.R.C. type design. (ii) Reflective type

Supplying of well graded crushed stone aggregates, chippings etc. of hard stone of

3(a) following nominal size free of disintegrated pieces deletarious and oraganic 2759.07 Cum 435.15

mater for Granular Sub Base Material as per MORTH specification.

Spreading the stone aggregate for rolling and W.B.M. including filling the

3(b) interstices to required camber and gradient (excluding spreading of Blindage)(iii) 2759.07 Cum 249.75

25mm to 50mm size crushed stone

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including binding

4 materials ) including 21318.75 Sq.mt 21.00

filling in depressions which occur during the process.(A) With power roller

exceeding 8 tonne and not exceeding 12 tonne.

Providing, laying, spreading and compacting layer of Quarry Spall having CBR not

5 less than 15%, as subgrade for the designed pavement and conforming to Clause 1839.38 Cum 1069.67

305 of MoRT&H Specifications

Excavation in all sort of strata and formations incl. depositing the unuseful

excavated stuff as and where directed incl sorting 1 and stacking useful materials

6 as directed upto 30 mt lead etc. complete incl. dewatering. (Depth 0 TO 3.0 mt ) 441.45 Cum 83.00

(For all type canal & foundation trenches of C.D. works ) A) IN OVERBURDEN

INCL. HARD MURRUM.

Prov. and Laying in position "Nominal mix" cement concerete using cement, sand

and crushed aggregate by mass and machine mix for C.C. work including

7 necessary formworks centering scaffolding compaction by Mechanical 1581.98 Cum 4452.00

vibrator,curing as directed with all lead & lift etc complete E) Concrete grade

1:1.5:3 and MSA-20mm

Earthwork / Backfilling with selected earth broought from out side borrow area

8 or from excavated usefull material including watering, ramming, consloidation 70.60 Cum 141.00

with pneumatic temping and all lead and lift etc. complete

I/We am/are willing to carry out the work at… ...................... %above/below percent (Should be written in figures and

words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………%below Add………%below

In words In words