CONSTRUCTION OF RAINWATER HARVESTING STRUCTURE IN UNJHA TALUKA DIFFERENT VILLAGES AMUDH, TUNDAV, VISHOL, KARALI, KARANPUR, HAJIPUR DIST. MEHSANA(Ayojan M.P.Fund)(Re TRy)

Name Of Work: CONSTRUCTION OF RAINWATER HARVESTING STRUCTURE IN UNJHA TALUKA DIFFERENT

VILLAGES AMUDH, TUNDAV, VISHOL, KARALI, KARANPUR, HAJIPUR DIST. MEHSANA

Qty Estimated Rate (Weightage

estimated rates)

Item according to the

but may be Item of work Unit

more or In figure In words quantities

Item No-1 Rupees Five

Drilling of pilot bore hole in alluvial strata by direct Hundred Sixty

1 786.00 563.00 Three and Zero Rmt.

rotary rig / reverse rotary rig 300mm dia (for

Mehsana upto 300 mt) Paisa Only

Item No-2 Rupees Four

Reaming of pilot bore hole in alluvial strata by direct Hundred Seventy

2 786.00 478.00 Eight and Zero Rmt.

rotary rig / reverse rotary rig 600mm dia (for

Mehsana upto 300 mt) Paisa Only

Item No-3 Rupees Twelve

Electrologging charges (With Carting ) (a) fow Own Thousands and

3 6.00 12,000.00 Zero Paisa Only Job

Deptt. Works: For Mehsana District

Item No- 4 Rupees Four

Supply and fixing of 300 mm dia RCC plaine pipes Hundred Five and

4 534.00 405.76 Seventy SIx Paisa Rmt.

used in drilling of RCC tubewell

Item No- 5 Rupees Four

Supply and fixing of 300 mm dia RCC slotted Hundred Eighty and

5 252.00 480.95 Ninety Five Paisa Rmt.

(strainer) pipes used in drilling of RCC tubewell

Item No-6 Rupees Two

Gravel packing GWSSB Mechenical SOR 2022-23 Thousands Twenty

6 60.18 2,029.00 nine and Zero

Item No-7 Rupees Seven

Clay packing GWSSB Mechenical SOR 2022-23 Hundred Fifty one

7 9.54 751.00 and Zero Paisa Cmt.

Item No-8 Rupees One

Lowering and removing of 100 mm dropline and 32 Hundred Fourty Six

mm dia airline for development of each water and Zero Paisa

bearing zone come across upto full depth of Only

tubewell of size of 300 mm dia. for tubewell having

depth upto 186 meter through suitable air

compressor. the job is for complete period of

development of tubewell. (Without charges for air

Item No-9 Rupees Three

Compressor Test of tube well by air compressor of Thousands Eight

9 24.00 600 CFM/150 PSI capacity in all districts. 3,893.00 Hundred Ninety Hour

Item No-10 Rupees Ninety SIx

10 408.00 MS Special (For Bottom plate, Clamps, Bolts etc.) 96.00 and Zero Paisa Kg.

Up to 300 mm. dia. Only

Item No-11. Rupees Eighty Nine

Excavation in all sorts of strata and formations and Zero Paisa

including depositing the unuseful excavated stuff as Only

and where directed including sorting and stacking

useful materials as required and upto lead of 200mt.

And all lifts etc. complete, including dewatering. (a)

Overburden including hard murrum.

Item No-12 Rupees Three

Providing and laying foundation concrete of Thousands Four

proportion as under by using cement, sand and Hundred twenty

machine crushed course aggregate laid in situ four and Thirty

12 5.16 3,424.30 Paisa Only Cmt

including necessary temping, smooth finishing,

watering and curing as directed with all leads and

lifts etc complete. (a) PCC 1:3:6

Item No-13 Rupees Four

Providing and laying CC 1:2:4 grade using cement, Thousands Eight

sand & crushed metal incuding providing & erecting Hundred Seventy

13 21.84 necessary form work, centering, vibrating, smooth 4,873.40 three and Fourty Cmt

finishing, watering & curing as directed with all leads Paisa Only

& lifts etc. complete. (A)sub structure .

Item No-14 Rupees Seven

Providing layer of Crushed Metal (40 to 63 mm) Hundred twenty

14 19.62 with all lead and lift in required thickeness. 728.35 Eight and Thirty five Cmt.

Item No-15 Rupees Eight

Providing layer of Crushed Metal (20 mm) with all Hundred Sixteen

lead and lift in required thickeness. and Fifty five Paisa

(Basic Rate of Material as per Rate Analysis-2)

Item No-16 Rupees Seven

Providing layer of Crushed Metal (10 mm) with all Hundred Eighty

16 19.62 789.45 nine and Fourty five Cmt.

lead and lift in required thickeness

Item No-17 Rupees Three

Providind and fixing number plate of Marble plate Hundred Three and

17 6.00 stone of required size set in C.M. 1:4 including 303.11 Eleven Paisa Only No.

finishing and engraving letters etc. completes

In Word:- Rupees Seventeen Lacs Seventy Nine Thousands Two Hundred Four and Six Paisa 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___________________

(1) All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed

(2) All the columns of Schedule should be filled in ink and the total of the entries in the last columnshould be struck by the contractor under his

(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.

(4) To be continued on additiional sheets, if found necessary

Executive Engineer

Signature of the Panchayat Irrigation Division

contractor : D.P. Mehsana