Public Health Engineering Organisation Tender
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Costs
EMD
₹ 6,60,718Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHEO_106787_1Tender No
SEPHBGR 16/2024-25Tender 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, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge.
13923
242
3374935.2
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)as per the direction of engineer-in-charge
576.41
16623
9582066.92
Supplying all materials, labour and T&P for providing, laying, fixing & testing of Restrained joint of DI Pipes etc all complete as per specification and direction of Engineer-in-charge.400mm dia DI (K9)
77
8632
664680.17
Supplying all materials, labour and T&P for providing, laying, fixing & testing of Restrained Joints Bends etc all complete as per specification and direction of Engineer-in-charge.400mm dia DI (K9)-45degree
1
24483
24483.44
400mm dia DI (K9)-90degree
1
33355
33355.95
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 as per the direction of engineer-in-charge.400mm dia DI (K9)
2532
447
1132310.4
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.as per the direction of engineer-in-charge. 150mm Dia Sluice With Hand Wheel & Without bypass arrangements
18
39050
702907.2
400mm Dia Sluice With Hand Wheel & Without bypass arrangements.
5
226995
1134977
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
151.8
291
44287.65
Filling foundation and plinth with sand watered and rammed
8.7
617
5370.51
Cement concrete (1:4:8) with 4cm size hard granite metal
12.9
5329
68745.39
Cement concrete (M20 for R.C.C. works with 20 mm size hard granite chips including hoisting and laying.
96.6
5899
569901.36
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.
38.7
8690
336330.09
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.
234
247
57868.2
Fixing DI 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 the direction of engineer-in-charge
18
32834
591012
Earth work in excavation in all kinds of soil:- 1st depth
20.42
291
5957.54
2nd depth
2.04
396
809.53
Cement concrete (1:4:8) with 40mm size hard granite metal :-
2.04
5329
10871.36
Fly ash brick work in cement mortar (1:4):-
9.38
5704
53478.75
Cement plaster (1:3):-
75
210
15765
R.C.C. (1:1.5:3) with 12mm. size h.b.g. chips:-
1.13
8083
9094.05
Centering and shuttering:-
8
753
6028.8
M.S. reinforcement @ 0.80 qntl./cum of R.C.C. item:-
0.9
8690
7821.63
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge for 100 cum
3.55
162
575.38
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 the direction of engineer-in-charge. FOR Rising AIR VALVE upto 3m height 150mm dia M.S.Pipe (4.50mm thick)
54
1578
85239
150mm dia M.S. Flange.(12mm thick)
20
1348
26974.4
150mm dia x 45' M.S. Bend
10
4030
40303
400mm dia M.S.Pipe (8.80mm thick)
200
7178
1435660
400mm dia M.S. Flange.(12mm thick)
100
4495
449589
400mm dia x 90' M.S. Bend
50
24390
1219500
Supplying all labour and T&P for flame cutting of following dia MS pipe of following thick in treanches by gas cutter set of pocket etc all complete as per the direction of engineer-in-charge
68.98
1135
78306.1
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 the direction of engineer-in-charg
138
2566
354232.2
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 the direction of engineer-in-charge. 150mm dia
10
583
5832
400mm dia
50
1770
88530
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.
672
617
414825.6
Cement concrete (1:3:6) with 40mm size crusher broken hard granite metalincluding cost of all labour, material with all taxes, lead, T & P all complete as per specifiation and direction of Engineer-in-charge.
448
5722
2563724.8
Cement concrete (1:2:4) with 20mm size broken hard granite broken chips per 1 Cu.m. all complete as per specifiation and direction of Engineer-in-charge.
448
7352
3293696
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
13830.4
162
2241631.23
Supplying all materials labour and T&P for removal/ carriage of excavated earth from site to a distance 5 km away etc all complete and as per the speicification and directions of engineer in charge.
3328
278
927846.4
Construction of ESR
Design, Drawing, Construction, Testing & Commisioning of Elevated Service Reservoirs (ESR's) at Kantabanji Town all complete as per the direction of Engineer-in-charge.(500kl)
1
15020000
15020000
Supply, installation, testing & commissioning of DI Pilot Altitude flow Control valve of DOUBLE CHAMBER (Globe Type) with orfice plate for propose to close valve at maxium water level of ESR & open the refill the ESR AT LOWER ALTITUDE Control valve should be worked at minimum pressuer 1kg/cm². An altitude control valve control at level of a tank .The altitude valve will remain open while the tank is not full and it will close when the ntanks reaches its maximum level. The opening & closing the valve will work without extranal power soures (electric,pneumatic or man power ). It will work automatically. The body, Spool & Cover will be DI ASTM A- 536 standard, Spring, steam, Jam nut, Cover bolt, & cover waser shouuld be SS, DI/SS Diaphragm plate Nytrill/Nylon diaphragm, Brozen cover bushing, Seat plate & ring . The Approved make : (VAG/SINGER/ BURMAD-700/DORT-S300 ) with 2 nos solenoid including cost of all materials with all taxes transportion to site /Storage with insurance as per the direction of engineer-in-charge. 200mm
2
336828
673656
250mm
3
441380
1324140
Design, Drawing and Construction of RCC frame structure single stored building for watch man with Toilet block at ERS site, complete as per the direction of Engineer-in-charge(Size 5.0MX4.0M)
20
17819
356380
PH work including 5 users septic tank and soak pit ,installation of water closet,tap,pipimg arrangement overhead PVC tank on roof etc. complete and internal lectrification Work of watch man room,complete as per the direction of Engineer-in-charge
1
89095
89095
BOUNDARY WALL
Supplying all labour, T&P and Earthwork in all kinds of soil leveling the bed & including sundries, supervision charges, contractor profit & labour cess etc, & as per the direction of engineer- in-charge.
81.65
291
23821.39
Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc, all complete as per specification and direction of Engineer-in-charge.
9.08
617
5605.08
Supplying all labour, T&P and providing Cement Concrete (1:3:6) using 4cm HBG crusher metal including watering curing, supervision conveyance of all materials to worksite, payment of royalty, taxes etc. all complete in F&P as per specification and direction of the Engineer-in-charge.
9.08
5722
51961.21
R.C.C work in ground floor of M-20 grade with 20mm & down grade crusher broken Granite chips
67.21
5899
396512.12
Supplying all materials, labour, T&P and providing rigid and Smooth centering and shuttering for R.C.C. works including False work and dismantling them after casting including Conveyance of all materials to Work site, payment of royalty,contractor profit & labour cess etc all complete as per specification and direction of Engineer-in-charge. Beam
400.4
247
99018.92
Column
201.6
1186
239137.92
Supplying all materials, labour, T&P and providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and laying the grill and position including cost of binding wire 18 to 20 gauge, conveyance of all materials to Work site, payment of royalty, contractor profit & labour cess etc all complete as per specification and direction of Engineer-in-charge (SAIL STEEL TMT-EQR 500/IS 1786 Fe 500 D)
53.77
8690
467298.94
Supplying all materials, labour, T&P and Providing Brick work with Fly Ash Bricks 25cm x 12cm x 8cm size having crushing strength not Less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar(1:6 ) in S/S including cost of conveyance & royalty, sundries & watering for curing & supervision charges, contractor profit & labour cess etc, all complete as per the direction of Engineer-in-charge.
144.9
5511
798601.86
Supplying all materials, labour, T&P and making 12mm thick cement plaster in cement mortar (1:6) for brick or stone masonry work for brick work including watering, curing, conveyance of all materials to worksite, payment of royalty, contractor profit & labour cess as per the direction of engineer-in-charge.
857.5
185
158980.5
Supplying all materials, labour, T&P and making 16mm thick cement plaster in cement mortar (1:6) for brick or stone masonry work for brick work including watering, curing, conveyance of all materials to worksite, payment of royalty, contractor profit & labour cess as per the direction of engineer-in-charge.
770
267
205898
Supplying all materials, labour, T&P and filling of foundation and plinth with excavated materials with all kinds of soil as per the direction of engineer-in-charge.
27.22
162
4411.82
Supplying all materials, labour, T&P and providing Priming 1 coat with any appproved Primer including all materials, conveyance, contractor profit & labour cess etc, all complete as per the direction of Engineer-in-charge. (on Plastered surface)
1627.5
81
131990.25
Supplying all materials, labour, T&P and providing two coat of Weather Coats with any approved shades including cost of conveyance, brushes, sundries, contractor profit & labour cess etc all complete as per the direction of Engineer-in-charge
1627.5
99
161773.5
BOUNDARY GATE
Supplying all labour, T&P and Earthwork in excavation in Stony earth and gravels mixed with stone & boulders not exceeding 0.014 cum in volume with in 50mtr. Initial lead & 1.50m. initial lift including rough dressing, breaking clods & laying in layers not exceeding 0.30m In depth, leveling the bed & including sundries, supervision charges, contractor profit & labour cess etc, & as per the direction of engineer- in-charge.
6.91
291
2015.99
Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc, all complete as per specification and direction of Engineer-in-charge.
0.58
617
358.03
Supplying all labour, T&P and providing Cement Concrete (1:3:6) using 4cm HBG crusher metal including watering curing, supervision conveyance of all materials to worksite, payment of royalty, taxes etc. all complete in F&P as per specification and direction of the Engineer-in-charge.
0.58
5722
3319.11
R.C.C work in ground floor of M-20 grade with 20mm & down grade crusher broken Granite chips
3.52
5899
20766.59
Supplying all materials, labour, T&P and providing rigid and Smooth centering and shuttering for R.C.C. works including False work and dismantling them after casting including Conveyance of all materials to Work site, payment of royalty,contractor profit & labour cess etc all complete as per specification and direction of Engineer-in-charge. Beam
6.7
247
1656.91
Column
28.8
1186
34162.56
Supplying all materials, labour, T&P and providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and laying the grill and position including cost of binding wire 18 to 20 gauge, conveyance of all materials to Work site, payment of royalty, contractor profit & labour cess etc all complete as per specification and direction of Engineer-in-charge (SAIL STEEL TMT-EQR 500/IS 1786 Fe 500 D)
2.82
8690
24507.77
6 mm thick cement plaster (1:4) to R CC surfaces finished smooth including closed deep chiping and slury treatment all complete as per the direction of engineer-in-charge
14.4
208
2999.52
Supplying all materials, labour, T&P and filling of foundation and plinth with excavated materials with all kinds of soil as per the direction of engineer-in-charge.
2.3
162
372.78
Supplying all materials, labour, T&P and providing Priming 1 coat with any appproved Primer including all materials, conveyance, contractor profit & labour cess etc, all complete as per the direction of Engineer-in-charge. (on Plastered surface)
14.4
81
1167.84
Supplying all materials, labour, T&P and providing two coat of Weather Coats with any approved shades including cost of conveyance, brushes, sundries, contractor profit & labour cess etc all complete as per the direction of Engineer-in-charge
14.4
99
1431.36
Supplying all materials, labour, T&P and Fitting & Fixing of SS Gate including cost of conveyance, contractor profit & labour cess etc., all complete as per the direction of Engineer-in-charge .2 Leaf SS Gate (Size 6.0 M x 1.8 M Ht.) @ 30 KG/Sqm
648
130
84240
1 Leaf SS Gate (Size 1.3 M x 1.8 M Ht.) @ 30 KG/Sqm
140.4
130
18252
APPROACH ROAD
Supplying all materials, labour, T&P and filling of road surface with borrow earth (1.0 mtr.) from the approved quarry and compacting to the required density with testing including cost of royalty, lead & transportation & labour cess etc all complete as per the direction of Engineer-in-charge.
900
170
153072
Construction of granular sub-base by providing Coarse graded Grading-II material as per Table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 and as per the direction of engineer-in-charge
75
1887
141546
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works.(Latest Revision) all complete and as per the direction of engineer-in-charge
138
2527
348855.72
P.C.C.(1:3:6) in foundation & plith using 40 mm size b.h.g.c.b metal including mixing of materials and laying in well prepared surface & compacting, watering curing with cost, conveyance, royalities of all materials, T&P and Labour charges etc. complete in all respecte as per Scope & Technical Specification & direction of Engineer-in-Charge.
60
5722
343356
M30 Grade Concrete using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator with proper cambering and filling berm by excavated earth and all leads and lifts including frame works etc. complete in all respecte as per Scope & Technical Specification given at Section 8 & 9 of DTCN & direction of Engineer-in-Charge. (In foundation & plinth)
90
6309
567819
5 years O & M (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 2 Nos 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, ESR 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
6499876
6499876.5
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