Maintenance and Repaire of Lift irrigation scheme of Suchit juni kachali daba vibhag udvahan Piyat mandali, Juni kachali Ta Uchchal Dist. Tapi.

Providing and laying in position RCC as under proportion using cement sand and crushed

aggregate( 25mm and under)for plinth course, lintels, slabs, beams,columns, chajja, lofts,

barrels, etc.includin gcost of framework providing and shuttering temping smooth

finishing, curring as directed with all leads and lifts etc.complete. (a) 1:2:4

Dismantling of RCC concrete of slab, beam, lintels, barrels, stair case etc. including

7 removing the steel from the dismantling portion without damage reinforcement and 5 CM 629

stacking the stuff as directed.

8 Sluice valve (Hand Wheel/ Cap Operated PD Type Short Body) 100 mm dia 25 No 3598

9 Pressure Release Valve. 100 mm dia 5 No 8940

10 M.S. Pipe 300 mm Q ( 7.1 mm thick ) 42 Rmt. 3840

11 M.S. Pipe 400 mm Q ( 7.1 mm thick ) 42 Rmt. 5776

12 P.V.C.Pipe 10.00 Kg/CM2 315 mm Dia. 42 Rmt. 2833

13 P.V.C.Pipe 6.00 Kg/CM2 400 mm Dia. 42 Rmt. 2710

14 Pressure Release Valve. 80 mm dia 5 No 6941

15 (A) M.S Railway Bend. 100 mm dia 5 No 1308

16 (A) M.S Railway Bend. 300 mm dia 3 No 12941

17 (B) M.S Short Bend. 100 mm dia 5 No 1151

18 (B) M.S Short Bend. 300 mm dia 5 No 9844

19 M.S.Bolt & Nut With two Nos. washer with full thread GkW0TATA 9.6 KG 88

20 A) PVC Couplers 6 Kg/Cm2 (Febricated) 400 mm dia 8 No 4250

21 A) PVC Couplers 6 Kg/Cm2 (Febricated) 315 mm dia 8 No 1773

22 (C ) PVC Tee Equal (Febricated) 400x400 mm dia 8 No 7528

23 (C ) PVC Tee Equal (Febricated) 315x315 mm dia 8 No 3958

24 (D) PVC Tee Un Equal (Febricated) 315x110 mm dia 8 No 2360

25 (D) PVC Tee Un Equal (Febricated) 400x315 mm dia 8 No 6888

26 (D) PVC Tee Un Equal (Febricated) 400x110 mm dia 8 No 5908

27 (F) PVC Bend (Febricated) 315 mm dia 8 No 3280

28 (F) PVC Bend (Febricated) 400 mm dia 8 No 14248

29 (E) PVC Bend (Moulded) 110 mm dia 8 No 175

30 (H) PVC Reducer (Febricated) 315x110 mm dia 8 No 1836

31 (H) PVC Reducer (Febricated) 400x110 mm dia 8 No 5350

32 (H) PVC Reducer (Febricated) 400x315 mm dia 8 No 6540

33 Polder Type Pump (60 H.P. / 50 Lps./ 35 Head.) 2 No 354660

34 A.C.Three Phase Oil Immersed Starter Star Delta 61 to 80 H.P. 2 No 65760

M.C.T.P.Main Switches of rewireable or H.R.C. Type with fuse HRC TPN type with 3 IS

mark fuse 300 Amp.

36 Three core Flat P.V.C. insulated water proof & Flexible Cable 35.00 Sq.mm x 3 1/2 core 5 100 mtr 182542.37

37 H.D.P.E. 10.00 kg/cm2 pipe 110 mm Dia. 40 Rmt. 348

Excavation of pipeline trenches /foundation trenches in the strata shown below including

depositing the excavated stuff as and where directed up to lead of 50Mts. and 6.0Mt lift of

excavation below average G.L.including, refilling,cleaning the site withthin jungle cutting

but excluding dewatering if any.C) Excavation in soft rock. 1) Upto 1.5 M.

Filling available excavated earth (Excluding Rock)intrenches plinth,sides of foundations

39 etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming 52.25 CM 120

Providing and laying hand mixed and unvibrated plain cement concrete as under of

different proportion for foundation laid in situ including temping smooth finishing,

curring,and lead up to 50Mt. Moreover, lift 1.5 Mt. Etc.complete. (b)C.C.of cement sand

and Kapchi (20mm & under) (ii) 1:2:4

Providing B.B.Masonary IInd class using British size conventional bricks in cement mortar

of prop.(1:6) for foundation plinth and super structure including striking out joints 20 mm

deep with curing finishing joints and providing scaffolding as directed with all leads and

all lifts etc.complete.(a) For foundation (Up to plinth )

Providing plaster of cement and sand in 1:3 proportion including preparing surface

providing scaffolding, finishing curing as directed etc.complete.(a) 15mm thick

Distempering (TwoCoats)with oil bound distemper of approved brand and manufacture

and of required shade on wall surfaces to give an even shade, over and including a priming

43 coat with distemper primer of approved brand and manufacture after throughly brushing 525.84 SQ.mt 78

the surface free from mortar dropping and other forign matter and also including preparing

the surface even and sand papered smooth.

Providing and jointing ISI mark M.S.pipe of requier length with M.S,Flange of following

dia by necessary cutting & welding works & laying the same in excavated trench of rising

main,suction/ delivery of pump motor.after laying the flanged pipes joint with necessary

nu tbolt of required size by using rubber packing of required thickness.after fitting

M.S.Pipe.Paint the M.S.pipe with anticorrsive paint etc comp.(a) 100 mm dia. ( 5.4mm

Providing and jointing ISI mark M.S.pipe of requier length with M.S,Flange of following

dia by necessary cutting & welding works & laying the same in excavated trench of rising

main,suction/ delivery of pump motor.after laying the flanged pipes joint with necessary

nu tbolt of required size by using rubber packing of required thickness.after fitting

M.S.Pipe.Paint the M.S.pipe with anticorrsive paint etc comp.(f) 300 mm dia (7.1 mm

Providing and jointing ISI mark M.S.pipe of requier length with M.S,Flange of following

dia by necessary cutting & welding works & laying the same in excavated trench of rising

main,suction/ delivery of pump motor.after laying the flanged pipes joint with necessary

nu tbolt of required size by using rubber packing of required thickness.after fitting

M.S.Pipe.Paint the M.S.pipe with anticorrsive paint etc comp.(h) 400 mm dia. (8.0 mm

Providing Laying & joinig in standerd length ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint incl. joining necessary fitting like Tee,

Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS

specification No.4985 / 1988 etc. comp.P V C 10.00 Kg/CM2 Pipe 110 mm Dia.

Providing Laying & joinig in standerd length ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint incl. joining necessary fitting like Tee,

Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS

specification No.4985 / 1988 etc. comp.P V C 10.00 Kg/CM2 Pipe 315 mm Dia.

Providing Laying & joinig in standerd length ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint incl. joining necessary fitting like Tee,

Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS

specification No.4985 / 1988 etc. comp.P V C 6.00 Kg/CM2 Pipe 400 mm Dia.

50 Mild Steel Bars I.S.Marks (1)TMT BAR FE-415 70.72 Kg 50.88

Estimated Tender Cost (Rs.)

Say Ruppee Fourty Six Lakh One thousand Four Hundred and paise 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 rate

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Deduct………% below

In words In words

Deputy Executive Engineer Executive Engineer

Ukai Sub division No. B/4 Ukai division No.