Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date19 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 29,09,510
Costs
EMD
₹ 58,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Replacement Of 914 M.m Dia M.s Pipe (wall Thickness 17.5 M.m) Below The Railway Track At Champahati Railway Crossing Through An Existing 1000 M.m Dia Casing Pipe Within Baruipur Sub Division Under South 24-pgns. W/s Division-i, P.h.e Dte.
Description
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Contact
Tender Id
2024_PHED_787429_1Tender No
38/2024-2025/EE/SWD-I/WBPHEDTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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BOQ Items
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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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-
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i) 914 mm dia (OD) M.S. Pipe of 17.5 mm thick
40
17
698
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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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-
-
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i) 914 mm dia (OD) M.S. Pipe of 17.5 mm thick
40
39
1586
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Sand blasting to Mild Steel surface with coarse sand fillowed by immediate application of two coats of Zinc Rich Epoxy Primer of approved make and brand and subsequent painting two coats with Coal Tar Epoxy of approved make and brand including cost of materials, labours, machinery, fuel and power including carriage of the steel materials at site complete. [Brand of primet and paint shall be approved by the Engineer-in-charge]
116
1099
127484
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Cutting to requisite length or shape departmental R.S joists, channels, angles, tees, plates etc.
4000
8
32000
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Welding in M.S structural work with gas or electrick
-
-
-
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a) Continuous Weld
36000
9
324000
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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.
(a) In ground floor including roof.
1
1956
1956
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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
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-
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(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
Note: Add cost at site of 0.90 m3 of brick aggregates and 0.48 m3 of medium sand (loose volume) to arrive at the consolidated rate.
5
2037
10187.9
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Making barricading of excavation trenches of road width upto
15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)
50
118
5900
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Earth work in excavation of foundation trenches or drains ,in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoil within a lead of 75 metre as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
-
-
-
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(a) Depth of excavation not exceeding 1.50 metre.
45
119
5367.15
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(b) depth of excavation for additional depth beyond 1,500 m.m and upto 3,000 m.m butnot requiring shoring
45
192
8657.1
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Hire charges of 'Z' type M.S sheet pile duly approved by the E.I.C (the rate includes transportation of sheet from the suppliers godown to the site of work &back carriage of the same suppliers godown to the site of work &back crriageof the supplier godown including loading unloading etc both ends) The horizontal straight (not curve) distance measured longitude along the sheet pile and depth of driver measure from the bottom level of the trench of the river as the case may be on one face up to the level where earth is retained,shall be considered to obtained the area.
130
565
73450
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Labour charges or driving MS sheet piles of any type with clutches complete up to a maximum depth of 10.05m.including hire charges of aii equipments staging, hosting etc.all complete as per direction &satisfaction of EIC.The straight (not curved) distance measured longitude along thesheet piles and average of driving measured from the bottom level of the trench oe the bed level of the river as case may be on one face up to the level where earth is retained, Shall be considered to obtain the area.
130
364
47320
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Withdrawing and removing sheet piles and stacking the same properly after cleaning & painting with two coats coaltar, including the filling performed stretches, if any etc. all complete, as per direction of EIC. The horizontal straight (not curved) distance measured from the bottom level of the trench of the bed level of river, or, as the case may be, on one face, upto the level where earth is retained, shall be considered to obtain the area. [including 1% CESS]
130
92
11960
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Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200 mrn dia all complete as per direction of EIC. (This item will be executed after the permission of E.l.C.)
60
931
55860
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Filling in foundation or plinth by silver sand in layer not exceeding 150 mm as directed and consolidating the same by through aturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
37.5
936
35107.88
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
20
361
7220
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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 I. SAIL/ TATA/RINL
0.3
54953
16486.03
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Distanc from Ex-outlet to work site 10 km
-
-
-
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Hire and labour charges for shuttering with centering and necessary stagingto 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)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
-
-
-
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(a) 25 mm to 30 mm thick wooden shuttering in foundation and plinth.
50
209
10450
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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.
a) Pakur Variety
[ Lead 12 km from Baruipur stack yard]
4
5378
21512.8
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Distanc from Baruipur stack yard=12 km
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-
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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.
a) Pakur Variety
4
5874
23496.68
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Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge.
20
166
3320
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Painting with ready mixed Black Japan of approved make and brand including smoothening surface.
-
-
-
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(b) Two coats
-
-
-
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(i) Outer surface [ 914 m.m(O/D)]
116
56
6496
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
-
-
-
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(a) With earth obtained from excavation of foundation.
40
77
3101.6
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Add GST @18% on all items except item no 1,2,12,13 & 14
1
126159
126159.69
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Add cess @ 1% on all items except item no 1,2,12,13 & 14 and on GST
1
8270
8270.47
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