Construction of Recharge BoreWell By RotaryRig under MLA Grant in various villages of Vijapur Taluka of Mehsana District.(Ayojan M.L.A fund)(Re Try)

Quantitie SOR Rates

Item of work Unit according to

No. but may In figures In words

Drilling of pilot bore hole in alluvial Rupees Six

strata by direct rotary rig / reverse rotary Hundred

1 720.00 692.00 Ninety Two Rmt

rig 300mm dia (for Mehsana upto

Reaming of 250/300 mm dia. pilot bore Rupees Five

hole including assembling, lowering hundred

2 720.00 housing casing, strainer pipes, gravel 584.00 Eighty Four Rmt

packing, clay packing etc. 600mm (for Only

Mehsana upto 300 mt)

Supply of Clayball Rupees

3 18.00 751.00 one And Zero cmt

Lowering and removing of 100 mm Rupees One

dropline and 32 mm dia airline for hundred

development of each water bearing zone Fourty Five

come across upto full depth of tubewell And Zero

4 720.00 of size of 300 mm dia. for tubewell 145.00 Rmt

having depth upto 186 meter through

suitable air compressor. the job is for

complete period of development of

tubewell. (Without charges for air

Electrologging charges (With Carting ) Rupees

(a) fow Own Deptt. Works: For Mehsana Twelve

5 6.00 District 12000.00 Thousands Job

Compressor Test of tube well by air Rupees Three

compressor of 600 CFM/150 PSI capacity in Thousands

all districts. Eight

6 66.00 3893.00 hundred Hr

Supply of 300 mm dia. RCC Pipe used in

drilling of RCC tubewell. Rupees Four

Supply of 300 mm dia. RCC Pipe slotted Rupees Four

(Strainer) Pipes used in drilling of RCC hundred

8 240.00 tubewell. 480.95 Eighty And Rmt

MS Special (For Bottom plate, Clamps, Bolts Rupees

etc.) Up to 300 mm. dia. Ninety Six

9 310.00 96.00 And Zero Kg.

Providing layer of Crushed Metal (40 to 63 Rupees Nine

mm) with all lead and lift in required Hundred

thickeness. Twelve And

Providing layer of Crushed Metal (20 mm)

with all lead and lift in required thickeness.

Providing layer of Crushed Metal (10 mm) Rupees Nine

with all lead and lift in required thickeness. Hundred

12 180.00 955.75 And Seventy Cum

Excavation in all sorts of strata & formations

incl. depositing the excavated stuff as &

where directed incl. sorting & stacking Rupees

useful materials as directed up to leads of Eighty Nine

200 mt etc. complete. incl. dewatering And Zero

(a) In overburden incl. hard murrum. Paise Only

Precast concrete block masonry (including Rupees Three

quoin blocks jamb blocks closer etc.) with Thousands

solid concrete blocks of approved size made Five hundred

of cement concrete 1:3:6 mix (1Cement : 3 Ninety Nine

14 60.00 coarse sand: 6- graded stone aggregates of 20 3599.54 And Fifty Cum

mm and down grade) in foundation and Four Paise

plinth cement morter 1:6 Only

Providing & Laying in position CC 1:2:4 Rupees Four

GRADE using cement sand and crushed Thousands

metal including providing and erecting Eight

necessary formwork, centering, smooth hundred

15 6.00 finishing watering and curing as directed 4873.40 Seventy three Cum

with all leads and lifts etc complete. And Forty

(A) sub structure Paise Only

Providing cement plaster of cement and sand

to stone masonary including racking out joint Rupees Two

with scaffolding, finishing, watering, curing hundred

16 300.00 etc complete. 288.30 Eighty Eight sqmt

(B) 20 mm thick C:M 1:3 And Thirty

Supplying and fixing road sign board of M.S. Rupees Three

plates and angle iron including painting, Thousands

lettering etc. complete including fixing in Fourty Two

17 6.00 C.C. 1:4:8 with necessary excavation etc. 3042.56 and Fifty Six Nos

complete as per I.R.C. type design.(ii) Paise Only

Reflective type

Providing & Constructing manhole-

machinehole as per type & design with

necessary excavation, p.c.c.in1:4:8,

benchingin1:2:4, brick masonary in C.M.1:5, Rupees

12mmth. inside plaster in C.M.1:3, Prov.& Thirty Two

fixing r.c.c.mh.frame & cover in c.c. 1:2:4, & Thousands

18 6.00 150 mm th.R.C.C. slab in 1:1.5:3 including 32289.00 Two Nos

Prov. fixing M.S. bar Steel Steps etc. comp. Hundred

"A1" TYPE manhole-machinehole Sewer Eighty Nine

size : 1000 dia. , Chamber Size : 1500 mm x Paise Only

Shallow manhole-machinehole depth up to

3.00 mt. Rate For 3.00 mt Depth

Add. or ded. per every 10 cm increase or

decrease in depth

In Word: Rupees Twenty Five lacs Six thousands two Hundred Fifty Seven And Forty Eight Paise Only

I / We am / are willing to carryout the work at_______ %(_______________________) above / below (

Percentage should be written in figures and words) of the estrimated rates mentioned above. Amount of my / our

tnder works out as under

Estimated amount Estimated amount

Put to tender:- Rs_______________________ Put to tender:- Rs___________________

Sign Of Contractor Executive Engineer

Panchayat Irrigation Division

District Panchayat Mehsana