Public Health Engineering Organisation Tender
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Costs
EMD
₹ 5,16,241Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHEO_106784_1Tender No
SEPHBGR 15/2024-25Tender Authority
Public Health Engineering Organisation ViewPurchaser Address
-Website
http://https://pheoodisha.gov.in/
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BOQ Items
Laying of ISI Marked Centrifugally Cast (Spun) K - 9 Class Ductile Iron Socket & Spigot Pressure Pipes in standard length with internal cement mortar lining and external bituminous coating conforming to IS 8329:2000 and its subsequent amendments & ISI Marked SB/EPDM Rubber Gasket (IS:5382) for Push-on type Flexible Joints of DI Pipes,including inspection, transportation from store to work site, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge.
11160
428
4783176
Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work)
848.16
16623
14099557.39
Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .
2030
726
1474795
Providing & fixing of Kirloskar/equivalent make DI double flanged Non Rising spindle type Sluice Valve confirming to IS 14846 including all materials, labours, insertions & nut-bolt complete.For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose.
600mm Dia Sluice With Hand Wheel & Without bypass arrangements.
2
521593
1043187
150mm Dia Sluice With Hand Wheel & Without bypass arrangements.
11
39050
429554.4
Construction of Thrust Block Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge.
116.38
291
33952.7
Filling foundation and plinth with sand watered and rammed
6.67
562
3753.21
Cement concrete (1:4:8) with 4cm size hard granite metal
9.89
5177
51201.52
Cement concrete (M20 for R.C.C. works with 20 mm size hard granite chips including hoisting and laying.
74.06
5734
424704.48
M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge.
40% of RCC Thrust Block work =
29.67
9077
269323.49
Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor.
179.4
247
44365.62
Construction of RCC Pillar Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge.
33.75
291
9846.23
Filling foundation and plinth with sand watered and rammed
3.45
562
1941.32
Cement concrete (1:3:6 with 4cm size hard granite metal
3.45
5591
19290.19
Cement concrete (M20 for R.C.C. works with 20 mm size hard granite chips including hoisting and laying.
27
5776
155968.2
M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge.
70% of RCC Thrust Block work =
18.9
8690
164254.23
Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor.,pillar & beam
85.5
1186
101420.1
Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. For slab
23.1
753
17407.7
For pipe anchoring work with MS plate and pipe holder
15
5715
85725
Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specification complete as per specification complete
11
32834
361174
S.V. chamber
Earth work in excavation in all kinds of soil:-
Ist depth-
103.15
291
30095.18
Earth work in excavation in all kinds of soil:-
2nd depth
44.71
396
17741.48
Cement concrete (1:4:8) with 40mm size hard granite metal :-
9.44
5197
49057.78
Fly ash brick work in cement mortar (1:4):-
Ist depth
32.18
6053
194774.58
Fly ash brick work in cement mortar (1:4):-
2nd depth
17.31
6087
105335.54
Cement plaster (1:3):-
349.7
209
73227.18
R.C.C. (1:1.5:3) with 12mm. size h.b.g. chips:-
7.04
7960
56043.33
Centering and shuttering:-
40.3
753
30370.08
M.S. reinforcement @ 0.80 qntl./cum of R.C.C. item:-
5.63
8690
48946.02
Earth filling:-
37.1
162
6013.17
Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specification of following nominal dia and including transportation of pipes and fitting to site etc all complete as per specification complete
FOR Rising AIR VALVE upto 3m height 150mm dia M.S.Pipe (4.50mm thick)
33
1578
52090.5
150mm dia M.S. Flange.(12mm thick)
14
1348
18882.08
150mm dia x 45' M.S. Bend
7
4030
28212.1
600mm dia M.S.Pipe (12.50mm thick)
200
15096
3019240
600mm dia M.S. Flange.(20mm thick)
100
14766
1476600
600mm dia x 90' M.S. Bend
50
46003
2300150
Supplying all labour and T&P for cutting of following dia MS pipe of following thick in treanches by gas cutter set of pocket etc all complete as per specification complete
83.44
1135
94721.09
Supplying all labour and T&P for Welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site as per specification complete
166.9
2566
428415.61
Supplying all materials,labour and T&P and making flanged joints for C.I. pipes and specials of the following diameter including testing of joints as per specification all complete as per specification complete
150mm dia
7
583
4082.4
600mm dia
50
3827
191390
Supplying all materuials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge.
502.2
562
282587.94
Cement concrete (1:3:6) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete as per specification complete
334.8
5591
1871987.33
Cement concrete (1:2:4) with 20mm size broken hard granite broken chips per 1 Cum as per specification all complete as per specifiation and direction of Engineer-in-charge.
334.8
7229
2420269.2
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
13529.4
162
2192845.15
Supplying all materials, labour, and T&P for removal/carriage of excavated earth from site to a distance beyond 5 km away etc all complete and as per the specifications and directions of engineer-in-charge.
4326.6
278
1206256.08
5Years Operation and maintenance (Including contribution towards EPF, ESI, Labour cess, Contractors Profit & OH Charges but excluding cost of chemicals & Energy charges)
Supply of manpower consisting of 2 Numbers of Fitter Mistry and 1 No Helper,daily for five year operation and maintenance including materials require for repair and maintenance of pipe lines , Sluice valves,air valves,NR Valves, MS pipe etc laid under this project including painting, repair and replacement of damaged items, spares etcfor the item of the works executed under this project .as per specification and direction of the Engineer-in-charge.
1
5347264
5347264.51
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