Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date9 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 43,78,035
Costs
EMD
₹ 87,570Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Supplying, Fabrication And Laying Of 600 Mm Dia Ms/ Di Rising And Secondary Grid Pipeline Across/ Along On Pwd Road At Damodarpur Within Kulpi Block By Jacking Method / Open Trenching Towards Kulpi Glr With Allied Works
Description
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Contact
Tender Id
2025_PHED_797346_3Tender No
41/2024-2025/EE/SWD-I/WBPHEDTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
38.26
192
7360.46
... More
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.
126
565
71190
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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.
126
364
45864
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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]
126
92
11592
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Placement of 600mm dia MS pipe below the railway track / road in proper line, alignment and depth as per direction of E.I.C. by hydraulic jack pushing method including lowering the pipesegment to the drive pit and jointing the pipe segment with welding (not less than 3 runs) with all necessary excavation from inside the pipe, fixing of intermediate jacking station at an interval of 10 mtr. if necessary and retrieving the driving shield and cleaning of pipe etc. all complete with hiring of necessary materials, machinery and labour including lowering, insertion, placing & jointing of 600mm dia MS Pipe as per direction & satisfaction of EIC (The rate includes disposing of excavated earth with a lead 75M from the drive pit) (cost of gas cutting and welding is not included in this item will be paid separately. Cost of intermediate jacking station will be paid separately).
32
28709
918688
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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.)
84
931
78204
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Hire for MS works in brackets made from flats, angles, tees, etc. to sizes specially bent, twisted, forged, making holes, drilled and fitted to CI/DI/MS pipe with neessary bolts, nuts, washers or screws etc. [1/3rd rate consider of schedule rate for hire = 1/3x Rs. 9984.00=Rs. 3328.00/Qtl.]
37.22
3328
123868.16
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Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for working in crowdy market place and in emergency situation and as per direction of EIC.)
66
182
12012
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Mobilising at site all necessary plants and equipment, M.S. shield, intermediate jacking station if necessary, all other equipment & temporary installation as necessary to drive the pipe line, all as per specification drawing (all such equipment/installation to be contractors property and shall be removed from site after completion of items to be payable on successful drive of pipe line.
1
59786
59786
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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.
25.5
361
9205.5
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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)(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.
42.07
209
8792.63
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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 inter section, complete as per drawing and direction.
-
-
-
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For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel , SAIL/ TATA/RINL
0.42
96297
40445.08
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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
10.8
6326
68320.91
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Supplying & fabricating of different diameter M.S. Pipes as per specification (IS 3589:2001) and direction of E.I.C.
-
-
-
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i) 610m dia (OD) M.S. Pipe of 12.5 mm thick
76
23681
1799780.32
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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]
72.82
1099
80029.18
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Supply and delivery of MS Machine End to be delivered at site inclusive of all duties, taxes, charges and cost of transportation, loading & unloading and stacking all complete and lifting at destination point all complete as per the direction of EIC.
-
-
-
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i) 600 mm dia
8
29370
234961.44
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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 1.10mtr. 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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N.B: i) Any deviation from required clear cover of 1.10mtr., 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.
-
-
-
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a) 600 mm dia
11
416
4576
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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.
-
-
-
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a) 500mm.dia.to 600mm.dia pipe
3
436
1308
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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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a) 600 mm dia
3
369
1107
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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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a) 600 mm dia
6
165
990
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Hire charges of moveable crane (capacity 10MT) including operator, helper, fuel, lubricants etc. for loading/ unloading/ placing of various materials / accessories of water supply works as per direction of E.I.C.(For 8 Hrs of working per day)
4
9600
38400
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Ductile Iron Single Chamber type Air release valve having small orifice elastic ball resting on gunmetal orifice nipple large orifice vulcanite ball seating on moulded seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a meter wheel gearing inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10Kg/cm2
-
-
-
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( a ) 100 m.m dia
2
29026
58052
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Supply of M.S. flange (slipper type) as per IS-6392 Table 17 Thickness 20mm to 22 mm 100 mm dia
2
635
1270
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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.
N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
a) 100 mm dia
2
6138
12276
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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)
90.37
936
84605.3
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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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i) 600 mm DI/ MS pipe
87
11
1004.85
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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) 600 mm DI/ MS pipe
87
17
1550.34
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Cutting to requisite length or shape departmental R.S joists, channels, angles, tees, plates etc.
6335
8
50680
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Welding in M.S structural work with gas or electrick
-
-
-
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a) Continuous Weld
27030
9
243270
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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). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
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.
33
2037
67240.14
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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.
90.37
166
15001.42
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Add GST @18% on all items (except item no 3, 4, 5, 6, 15, 17 & 22)
1
189931
189931.76
... More
Add cess @ 1% on all items (except item no 3, 4, 5, 6, 15, 17 & 2) and on GST
1
12451
12451.08
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