Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date18 Jan 2023
Closing Date27 Mar 2023
Tender Amount₹ 36,19,292
Costs
EMD
₹ 72,386Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PHED_448575_3Bid Award Id
ViewTender No
WBPHED/EE/JD/e-NIT- 45/2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Upto 60 mtr
60
-
796.5
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from 60 mtr to 90 mtr.
30
-
876.6
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from 90 mtr to 120 mtr.
28
-
963.9
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Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc.
1
-
26571
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Cost of Consumables for drilling rigs and machineries.
1
-
22077
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Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
1
-
56908
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Water sample collection and chemical test including Arsenic Test.
1
-
2425
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Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site.
(Upto 60.0 km distance)
1
-
59786
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Supply and delivery at site of UPVC pipe (CM) conforming to IS 12818:2010. (CIPET Certified)
-
-
-
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250 mm dia.
30
-
3446
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200 mm dia.
64
-
2248
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Supply and delivery at site of UPVC Medium Well Screen (RMS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified)
-
-
-
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200 mm dia.
24
-
3305
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Supply and delivery at site of UPVC Reducer
-
-
-
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250mmx 200 mm dia.
1
-
1967
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Supply and delivery of UPVC Cap
-
-
-
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250 mm dia.
1
-
1960
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200 mm dia.
1
-
1372
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Supply and delivery of M.S. Housing clamp 250 mm dia.
1
-
3252
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Supply and delivery of M.S .Centre guide (Special Type).
1
-
950
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Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
35
-
3810
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Supply and delivery of Bentonite Powder conforming to IS 6186 : 1986.
0.25
-
13963
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Electro-logging charge.
1
-
15715
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Pump House at 2nd/3rd/4th
Construction of Pump House (3600mm x 2400mm x 3300mm height) with toilet (2100mm x 1350mm) sanitary and plumbing arrangement along with verandah (3975mm x 1500mm) having plinth height 600m m. Two numbers door, two numbers window fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. and one number door is PVC moulded shutter for toilet. One number Orissa pattern WC (580mm x 440mm) including P or S trap. Three numbers MS or WI ornamental grill fitted at toilet. Construction of Septic Tank for 10 users, inspection chamber, soak well as per PWD schedule & drawing. fitting, fixing 10 liter PVC low down cistern and all necessary fittings, towel rail (25mm dia x 450mm long). Supplying, fitting and fixing 500 litres capacity PVC water storage tank, Plumbing with 25mm and 15mm dia PVC pipe and necessary fittings. MS ornamental grill for window opening, providing 5 nos RCC ventilator in room, 150mm dia GI pipe for lifting arrangement of Pumping machinary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing.
(Any deviation in plinth height as per site, an additional rate will be add or deduct as per approved departmental analysed rate.for each 50 mm deviation of plinth including column add/deduct rate = Rs 3371.00/-)
1
-
411405.61
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IEP Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. Note-1)Rate Excludes The Cost Of Concrete Platform & Drain ,And The Cost Of Blower Room 2) For More Than 50 Cum/Hr,Twin Unit Of Equal Size In Parallel Shall Be Adopted. 40 Cum/hr.
1
-
1144300
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Earth work in excavation of foundation trenches or drains or septic tank soak well etc. in all sorts of soil (including mixed soil but excluding latarite or sand stone) including removing spreading or stack- ing the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of the trenches, leveling dressing and ramming the bottom, bailing or pumping out water etc. as required complete. Depth of excavation not exceeding 1.5 mtr. but not requiring shoring
15
-
11927
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Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15cm. Including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work) A. with earth obtained from Excavation of Foundation
3
-
7754
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Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed & consolidating same by through saturation with water and ramming complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work.) (a) By fine sand.
7
-
75394
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Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chipes laid in panels as directed toping made with ordinary or white cement (as necy.) & marble dust in proportion (2:1) including smooth finishing & rounding off corners including rackng out joints or roughening of conc. surface & including application of cement shlurry before flooring works, using cement @ 1.75 kg/sqm all complete including all materials & labour above heel beam. 3 mm thick toping high polishing grinding on this item is not permitted with ordinary cement.
-
-
-
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(a) 25 mm thick. (Reservoir inside floor & wall, walk way floor, cc step, platform landing).
6
-
270
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Oridinary Cement Concrete M-15 (Mix 1:2:4) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS code 456-2000.
(i) River Bazree / (Up to ground level).
-
-
-
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12:4 proportion
7
-
4006
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Hire and labour charges for shuttering with centreing and necy. staging upto 4m. Using approved stout props and thick hard wood planks of approved thickness with required bracing for conc. slabs, beams, columns, lintels curved or straight includg. fitting, fixing and striking out after completion of works. from foundation to 4m above GL
-
-
-
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Above 25 mm and upto 30 mm wooden Shuttering as per direction of EIC.
40
-
328
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Plaster (to wall floor ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor)[Excluding cost of chipping over concrete surface]
-
-
-
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For Superstructure-
b) 15mm thick plaster
-
-
-
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ii) with 4:1 cement mortar
-
-
-
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In Ground Floor-
30
-
157
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For Ceilling- a)10 mm thick plaster
-
-
-
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In Ground Floor-
25
-
126
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Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc.Note-cement 0.152 cu.m. per 100 sq.m.
60
-
34
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BLOWER ROOM
Construction of Blower Room (3600mm x 3000mm x 3300mm height) having plinth height 600 mm. One number door (1200mm x 2100mm), two numbers window (900mm x 1200mm) fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. fitted with all necessary fitting such as clamp, butt hinges, iron bolt, socket bolt, D-type handle, door ring etc. MS ornamental grill for window opening, providing 6 nos RCC ventilator in room for arrenging of necessary blower mationary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing.
(Any deviation in plinth height as per site, an additional rate will be add or deduct as per approved departmental analysed rate.for each 50 mm deviation of plinth including column add/deduct rate = Rs 1801.00/-)
1
-
217033
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RISING MAIN
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
-
-
-
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100 mm dia. (K-9)
70
-
72
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Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
-
-
-
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100 mm dia.
21
-
20
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Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
-
-
-
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40 KM upto 50 KM.
1
-
3754
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Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).
-
-
-
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A) For CI/DI pipe
-
-
-
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100 mm dia.
70
-
3.33
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Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
-
-
-
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A) For CI/DI pipe
-
-
-
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100 mm dia.
70
-
0.94
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Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2.
-
-
-
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100 mm dia.
2
-
6138
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Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for
-
-
-
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80 mm dia.
6
-
239
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100 mm dia.
2
-
399
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Supply of CI Jeffy coupling as per IS specification.
-
-
-
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80 mm dia.
8
-
641.89
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100 mm dia.
2
-
931.36
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150 mm dia.
2
-
1371.87
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Labour charges for Jeffy joint of all diameter.
12
-
83.91
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Supply at site/local store CIPE and CISS specials as per relevant IS specification with latest smendments including cost of loading, carring, unloading, stacking peoperly and sales tax & all other charges etc. complete as per direction of EIC (Mode of measurement will be on book weight) & specials.
800
-
94.58
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Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
1500
-
95.5
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Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended.
150
-
95.5
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Labour for horizontal boring under pacca road etc. for laying of GI/CI/DI pipeline thorugh horizontal boring including all labour tools and plants and all incidental charges complete as per direction of EIC.
12
-
220.34
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Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
-
-
-
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80 mm to 150 mm dia pipe
2
-
11835
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Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
-
-
-
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100 mm dia.
6
-
82
... More
150 mm dia.
2
-
108
... More
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
-
-
-
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80 mm dia. to 125 mm dia pipe
6
-
109
... More
150 mm dia. to 200 mm dia pipe
2
-
141
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Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
0.03
-
1023
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Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.
1
-
568
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
0.02
-
939
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(b) above 150 mm. thick
0.01
-
1417
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
10.03
-
4006
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL
0.5
-
64243
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
2
-
4745
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
20
-
205
... More
Add GST @ 18%
1
-
546629.15
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Add Labour Wlfare Cess @1%
1
-
35834.58
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