Checkdam

No. ty In Word

Excavation for foundation in Soft Rock including Rupees Two

depositing the excavated stuff as and where hundred forty nine

directed etc. complete for lead upto 500m and all and twenty paisa

lift. (Machinery).Including dewatering. Only

Providing & Laying in position with Batch Mix

Plant & Transit Mixer "DESIGN MIX" cement

concrete using cement sand and crushed

aggregate for C.C./ R.C.C work including necessary

formwork, centering, scaffolding, compaction by Rupees Four

vibrator, curing as directed with all lead & lift etc thousand Nine

complete without dewatering and excluding the Hundred nine and

cost of steel reinforcement.(B) For Pier and Fifty paisa Only

Abutments / Wing wall / Head wall / Return wall /

Dowel wall etc.(h) Concrete grade M-15 and MSA-

Providing and laying in position 110 mm dia (6

Rupees Two

kgf/sq cm) P.V.C. Pipe for weep holes with non

3 21.60 262.50 Hundred Sixty two Rmt

corroding jali in abutments, wing walls, retaining

and fifty paisa Only

walls etc. complete.

Providing and fixing in position 1.80 m high above

finished ground level sign boards of standard size

Rupees One

0.45 m x 0.30m with M.S. angle 40mm x 40mm x

thousand Three

4 1.00 6mm with 3mm thick iron plate in 1:5:10 1365.00 No.

Hundred Sixty five

proportion concrete block size 40cm x 40cm x

cm including radium paint on both side etc.

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where Rupees Eighty two

5 5.69 necessary, hooking etc. complete as per drawing 82019.00 Thousand Nineteen MT

for all lead and lifts. TMT / CRS (FE 500 D) Only

Providing and laying inverted filter of specified

thickness in two layears Gravel/Metal, Sand as

Rupees Five

specified in drawing at the back of abutment,

6 117.38 505.10 Hundred five and sqmt

returns & wing walls etc. complete (Assumining

ten paisa Only

0.60 m thick.,0.30mGravel/Metalfilter& 0.30m.

Sand filter)

Providing and laying dry rubble pitching of various

thickness to required grade including trimming of Rupees Three

earth work, hand packing the interstices with Hundred thirty nine

spauls, filling earth in interstices panelling and eighty paisa

complete for all leads and lifts.450 MM THICK Only

Rupees one

including watering ramming,Compaction with

8 470.79 144.50 Hundred forty four Cum

pnuematic temping with all lead and all lift etc

and fifty paisa Only

Dismantling the existing stone masonry including

sorting out and stacking the useful material and Rupees seven

9 74.25 removing the debris and making good the 750.90 Hundred fifty and Cum

damages etc. complete as directed. In Cement ninety paisa Only

Providing and Placing in position mechanically

woven double twisted , galvenized without PVC

coating "GABIONS" made of mesh size 10 X 12 cm

with Mesh wire diameter 3.0 mm, including

proving and lying stones with least dimention of Rupees two

200mm and tying with lacing wire of diameter thousand eight

2.2mm and arranging the same as instructed or as Hundred twenty two

per drawing at the locations/ structures etc Only

including dressing the slope , minor earth fill with

all lead and lift etc complate.

(stone weight between 10kg to 40kg)

TOTAL Rs. ::

Say Rs. ::

Rs. Forty Nine lacs Fifty three thousand Fifty eight only

I/We am/are willing to carry out the work at ………………………………………………………....% above/below

(percent should be written in figures and words) of the estimated rates mention above.

Amount of my / our tender worksout as under :

Estimated amount * Estimated amount

put to tender

Rs. …………… put to tender Rs. …………

deduct ……% below Rs………………. Add …….%above Rs. …………

Net Rs ……………. Net Rs. …………

In words ……………………………….. In words ………………………………..

(Please strike out whichever is not applicable)

Note 1 : All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or directed.

Note 2 : All the columns in schedule should be filled in ink and the total of the entries in the last coulmn

should be struck by the contractor under his signature.

Note 3 : Rates quoted include clearance of site (prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site, moisture, weather etc.

Note 4 : To be continued on additional sheets, if found necessary.

Deputy Executive Engineer Executive Engineer

Hadaf Irrigation Sub division Panam Project Divison

Panam Colony Godhra