Construction of Recharge Bore Well in Sarasvati River Near Samalpati of Patan Taluka of Patan District.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Name of Construction of Recharge Bore Well in Sarasvati River Near Samalpati of

work: Patan Taluka of Patan District.

Ite Quantities Rates without GST Total Amount

Ite Quantities Rates without GST Total Amount

but may be Item of works Unit

No more or In figures In words estimated quantity

Drilling of pilot bore hole in alluvial

strata by direct rotary rig / reverse

1 220.00 571.00 Hundred Rmt

rotary rig 300mm dia (for Patan upto

Reaming of 250/300 mm dia. pilot

bore hole including assembling,

2 220.00 lowering housing casing, strainer 484.00 Rmt

pipes, gravel packing, clay packing etc.

600mm (for Patan upto 300 mt)

3 21.20 Supply of Clayball 751.00 Hundred cmt

Lowering and removing of 100 mm

dropline and 32 mm dia airline for

development of each water bearing

zone come across upto full depth of

tubewell of size of 300 mm dia. for Rupees

tubewell having all depth through One

4 220.00 suitable air compressor. the job is for 146.00 Hundred Rmt

complete period of development of Fourty

tubewell. ( where water is very deep Six Only

and 2/3rd submersion is not achived.)

* All the required accessories,

machineries etc for above job will

have to be provoded by contractors.

Electrologging charges (With Carting )

5 1.00 (a) fow Own Deptt. Works: For Patan 12,000.00 Job

Compressor Test of tube well by air Rupees

6 10.00 compressor of 600 CFM/150 PSI 3,893.00 Three Hr

capacity in all districts. Thousan

Supply of 300 mm dia. RCC Pipe used

7 130.00 405.76 Five and Rmt

in drilling of RCC tubewell.

Supply of 300 mm dia. RCC Pipe Eighty

8 90.00 slotted (Strainer) Pipes used in drilling 480.95 and Rmt

of RCC tubewell. Ninety

MS Special (For Bottom plate, Clamps,

9 100.00 96.00 Ninety Kg.

Bolts etc.) Up to 300 mm. dia.

Providing layer of Crushed Metal (40 Ninty-

10 3.73 to 63 mm) with all lead and lift in 897.80 Seven Cum

required thickeness and

Providing layer of Crushed Metal (20

11 29.23 mm) with all lead and lift in required 949.03 Cum

Providing layer of Crushed Metal (10 Eight

12 3.36 mm) with all lead and lift in required 881.92 Hundred Cum

thickeness. Eighty-

Excavation in all sorts of strata &

formations incl. depositing the

unuseful excavated stuff as and where Rupees

directed including sorting & stacking Eighty

useful materials as directed up to Nine

leads of 200 mt etc. complete. Only

including dewatering

(a) In overburden incl. hard murrum.

Providing & Laying in position CC Rupees

1:2:4 GRADE using cement sand Four

and crushed metal including Thousan

providing and erecting necessary d Eight

formwork, centering, smooth finishing Hundred

14 19.62 watering and curing as directed with 4873.40 Seventy Cum

all leads and lifts etc complete. Three

(A) sub structure and

Supplying and fixing road sign board

of M.S. plates and angle iron including

painting, lettering etc. complete

15 1.00 including fixing in C.C. 1:4:8 with 3,042.56 Nos

necessary excavation etc. complete as

per I.R.C. type design.(ii) Reflective

In Words : Rupees Five Lakhs Seventy One Thousand Three Hundred Three and Sixteen Paise Only

I/We am/are willing to carry out the work

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

mentioned above. Amount of my/our tender works out as under :

* Estimated Amount put to tender