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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹48.5 L
EMD Value
₹49,000
Closing Date
21 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer Ukai Division No.1, Ukai
Maintenance and Repaire of Lift irrigation scheme of Shree Shrumjivi udvahan Piyat Manalim,Naranpura Ta Uchchal Dist. Tapi.
352954
E Tender Notice No.22 of 2026-27
Open
Civil - All
Works
Tapi
10 documents required · 10 mandatory
₹1,500
Executive Engineer Ukai Division No.1,Ukai
₹49,000
7 Oct 2026
7 Oct 2026
7 Oct 2026
21 Oct 2026
7 Oct 2026
Providing and laying in position RCC as under proportion using cement sand and crushed aggregate( 25mm and under)for plinth course,
6 lintels, slabs, beams,columns, chajja, lofts, barrels, etc.includin gcost of framework providing and shuttering temping smooth finishing, 12.38 CM 5727.00
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 removing the steel from the dismantling portion without
damage reinforcement and stacking the stuff as directed.
8 Sluice valve (Hand Wheel/ Cap Operated PD Type Short Body) 100 mm dia 30.00 No 3598.00
9 Pressure Release Valve. 100 mm dia 12.00 No 8940.00
10 M.S. Pipe 300 mm Q ( 7.1 mm thick ) 36.00 Rmt. 3840.00
11 M.S. Pipe 400 mm Q ( 7.1 mm thick ) 36.00 Rmt. 5776.00
12 P.V.C.Pipe 10.00 Kg/CM2 315 mm Dia. 36.00 Rmt. 2833.00
13 P.V.C.Pipe 6.00 Kg/CM2 400 mm Dia. 36.00 Rmt. 2710.00
14 Pressure Release Valve. 80 mm dia 7.00 No 6941.00
15 (A) M.S Railway Bend. 100 mm dia 8.00 No 1308.00
16 (A) M.S Railway Bend. 300 mm dia 5.00 No 12941.00
17 (B) M.S Short Bend. 100 mm dia 8.00 No 1151.00
18 (B) M.S Short Bend. 300 mm dia 7.00 No 9844.00
19 M.S.Bolt & Nut With two Nos. washer with full thread GkW0TATA 10.80 KG 88.00
20 A) PVC Couplers 6 Kg/Cm2 (Febricated) 400 mm dia 10.00 No 4250.00
21 A) PVC Couplers 6 Kg/Cm2 (Febricated) 315 mm dia 10.00 No 1773.00
22 (C ) PVC Tee Equal (Febricated) 400x400 mm dia 10.00 No 7528.00
23 (C ) PVC Tee Equal (Febricated) 315x315 mm dia 10.00 No 3958.00
24 (D) PVC Tee Un Equal (Febricated) 315x110 mm dia 10.00 No 2360.00
25 (D) PVC Tee Un Equal (Febricated) 400x315 mm dia 10.00 No 6888.00
26 (D) PVC Tee Un Equal (Febricated) 400x110 mm dia 10.00 No 5908.00
27 (F) PVC Bend (Febricated) 315 mm dia 10.00 No 3280.00
28 (F) PVC Bend (Febricated) 400 mm dia 10.00 No 14248.00
29 (E) PVC Bend (Moulded) 110 mm dia 10.00 No 175.00
30 (H) PVC Reducer (Febricated) 315x110 mm dia 10.00 No 1836.00
31 (H) PVC Reducer (Febricated) 400x110 mm dia 10.00 No 5350.00
32 (H) PVC Reducer (Febricated) 400x315 mm dia 10.00 No 6540.00
33 Polder Type Pump (60 H.P. / 50 Lps./ 35 Head.) 2.00 No 354660.00
34 A.C.Three Phase Oil Immersed Starter Star Delta 61 to 80 H.P. 2.00 No 65760.00
35 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. 2.00 No 8262.71
36 Three core Flat P.V.C. insulated water proof & Flexible Cable 35.00 Sq.mm x 3 1/2 core 5.00 100 mtr 182542.37
37 H.D.P.E. 10.00 kg/cm2 pipe 110 mm Dia. 40.00 Rmt. 348.00
Excavation of pipeline trenches /foundation trenches in the strata shown below including depositing the excavated stuff as and where directed
38 up to lead of 50Mts. and 6.0Mt lift of excavation below average G.L.including, refilling,cleaning the site withthin jungle cutting but 300.00 CM 492.00
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 etc.in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering
Providing and laying hand mixed and unvibrated plain cement concrete as under of different proportion for foundation laid in situ including
40 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 & 15.45 CM 4680.00
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
41 structure including striking out joints 20 mm deep with curing finishing joints and providing scaffolding as directed with all leads and all lifts 26.01 CM 8377.00
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
43 even shade, over and including a priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface 542.16 SQ.mt 78.00
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)
mm dia. ( 5.4mm thick )
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)
mm dia (7.1 mm thick )
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)
mm dia. (8.0 mm thick )
Providing Laying & joinig in standerd length ISI Mark regid unplasticised PVC pipes suitable for irrigation water with self fit joint incl.
47 joining necessary fitting like Tee, Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS specification 36.00 Rmt. 431.00
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.
48 joining necessary fitting like Tee, Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS specification 36.00 Rmt. 3593.00
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.
49 joining necessary fitting like Tee, Bend,Coupler, reducer, Endcap joinig (Cement Solvent)of following class and diaas per IS specification 36.00 Rmt. 3439.00
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 84.86 Kg 50.88
Estimated Tender Cost (Rs.)
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.
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SBD- naranpura 123.pdf
schdual - B naranpura.pdf
E-Tender Notice No.22 of 2026-27.pdf
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