Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 15,62,266
Costs
EMD
₹ 31,245Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Panchita Water Supply Scheme Bongaon Block
Description
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Contact
Tender Id
2024_PHED_705572_1Bid Award Id
ViewTender No
NIET-01/AE/BON OF 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
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Documents
BOQ Items
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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
18.06
35325
1956
... More
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
618
11742
19
... More
Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.
(a) In ground floor including roof.
214
10700
50
... More
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rouhening of concrete surface and application of cement slurry before flooring works using cement @1.75Kg/sq.m. all complete including all materials and labour.
In Ground Floor 3mm. thick topping
(i) 25 mm. thick b) For Above 4th Floor
214
63091
294.82
... More
Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment]
107
83674
782
... More
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
226
20340
90
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Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
150
13050
87
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Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m.
1732
270192
156
... More
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. i) Pakur Variety
18.06
105986
5868.6
... More
Plaster (toe wall, floor, ceilingetc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, no singanddrip course, scaffolding / staging where necessary (Groundfloor). [Excluding cost of chipping over concrete surface] I) With (1:4) cement mortar external surface a)10 mm thick plaster. Extra for each addl. floor over the rate of ground floor as above.
61.59
8191
133
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i) 4mtr. to 8mtr.
61.59
8437
137
... More
ii) 8mtr. to 12mtr.
61.59
8684
141
... More
iii)12mtr. to 16mtr.
61.59
8930
145
... More
iv)16mtr. to 20mtr.
80.6
12009
149
... More
v)20 mtr. to 24 mtr.
151.46
23324
154
... More
vi)Beyond 24 mtr.
78.89
12543
159
... More
II) with (1:3) cement mortar Internal surface (a) 10 mm thick plaster
Extra for each addl. floor over the rate of ground floor as above. vi)Beyond 24 mtr.
60.68
10012
165
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m
67
2278
34
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Applying epoxy based reactive jointing agent for jointing the old concrete with fresh concrete to be applied on manufacturer's specification ( 0.4 Kg/sqm of concrete surface.
165
50985
309
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Two Coat Ground floor, Two coats upto 4mtr. from G.L.
82.12
3703
45.1
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Add extra for each adding floor over the rate for ground . i) 4mtr. to 8mtr.
82.12
3761
45.81
... More
ii) 8mtr. to 12mtr.
82.12
3820
46.52
... More
iii)12mtr. to 16mtr.
82.12
3878
47.23
... More
iv)16mtr. to 20mtr.
107.46
5151
47.94
... More
v)20mtr. to 24mtr.
201.95
9847
48.76
... More
vi)Beyond 24 mtr.
105.18
5214
49.58
... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. (Two Coat) a) Premium 100% Acrylic emulsion upto 4mtr.
82.12
6898
84
... More
Add extra for each adding floor over the rate for ground. i) 4mtr. to 8mtr.
82.12
6956
84.71
... More
ii) 8mtr. to 12mtr.
82.12
7014
85.42
... More
iii)12mtr. to 16mtr.
82.12
7073
86.13
... More
iv)16mtr. to 20mtr.
107.46
9331
86.84
... More
v)20mtr. to 24mtr.
201.95
17702
87.66
... More
vi)Beyond 24 mtr.
105.18
9306
88.48
... More
Labour for painting roof surface with Bitumen (using 135 kg (avg.) per % Sq.m.) including cleaning roof, heating bitumen as directed and spreading sand and complete including cost of sand @ 0.6 cu.m. per % Sq.m. and cost of carriage of Bitumen from deptt godown but excluding the cost of bitumen. (If heating is not reqd. then deduct Rs.3.45/- per Sq.m)
61
1586
26
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Painting with ready mixed Black Japan of approved make and brand including smoothening surface.
Two Coats
55
3080
56
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Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials. b) With 900mm. dia. Well.
22
85404
3882
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Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.
1
4751
4751
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Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern.
5.5
9245
1681
... More
Supplying hoisting, fitting,fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC.
1
64271
64271
... More
Provision for embossing the name and capacity of reservoir with 0mm.thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as pr direction of EIC
50
5400
108
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Re-filling the reservoir (after disinfection and washing the tank etc. as per item 21 above) with fresh upto top water level (TWL) as shown in the drawing and as per direction of EIC including the arrangement of water, its carriege and lifting by necessary pipes, fitting and pumping machinery etc. required for the purpose (In case the water be arraged by Departmental the payment will be made at a reduced rate of Rs. 12/- per cum)
180
17100
95
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(A)Earthing with 50mm.dia G.I. pipe3.64mm.thick x 3mtr. (10”-0”) long and l;1 x 4SWG G.I. (Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts, washer including S&F 15mm.dia G.I.pipe protection (1mtr. long) to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule.
i)For soft soil. b)By TATA Medium G.I.Pipe
1
1890
1890
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(B) Extra for treatment of soil by salt and charcoal coke for pipe electrode
1
598
598
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(C) Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts, nuts, washer, cable lugs etc. as required and mending good damages as per IEE rule.
i)No.8 SWG
38
380
10
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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 1.10 mtr. 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.
N.B: i) Any deviation from required clear cover of 1.10 mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item
ii) No payment will be made without hydraulic test of the pipe line either part or full
iii) The pipes, specials and valves, rubber gasket will be supplied deptt. free of cost.
60
6720
112
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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. (i) 150 mm. dia. to 200 mm. dia Pipe
6
846
141
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Chamfering the spigot end of all type/class of DI pipe for properus in gof push joint by means of grinder set at site for proper joint etc.allcomplete as per direction of EIC. (i) 150 mm dia.
6
648
108
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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 equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) 150mm dia.
12
456
38
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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.R12/Gr-13non-magnetic, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 PartIV &VI valves are suitable forma x. working pressure of 10kg/cm2(seattest)and body tested to 15kg/cm2. A) For CI/DI pipe 150mm dia
1
9174
9174
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Construction of different dia Sluice valve/Airvalve/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] (i) 80 mm dia to 150 mm dia pipe
1
12649
12649
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Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of E.I.C. (Nuts/Bolts shall be of TATA/GKW rate). i) 150 mm. dia.
7
1540
220
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Supply of specials (Mechnical joint, Flange socket, Flange spigot, Flange Adopter, Bend, Tee, Reducer etc. marked as IS: 1538 and 5331 with latest amendment including all taxes, duties,charges as applicable & payable & delivery to destination which include loading , unloading, stacking, carriage (payment will be made as per Book weight) (Marked as IS code 7181-1986)
4000
219600
54.9
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Fitting, fixing Duck foot bend including construction of cement concrete (4:2:1) base with approved grade stone chips and including excavation of earth & filling etc. all complete in all respect as per direction of EIC. 150 mm dia. (Base size 200x200x350 mm deep)
1
168
168
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Filling the pipeline with water, testing hydraulically asper I.S3114-1965 (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). A) For CI/DI pipe (i) 150 mm dia
60
252
4.2
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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 inresidual chlorinenot less than15mg/ltrs. after 24 hrs. 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). A) For CI/DI pipe (i) 150 mm dia
60
92
1.54
... More
Add GST @ 18%
1
235952
235952.23
... More
Add Cess @ 1%
1
15467
15467.98
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