Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date24 Dec 2024
Closing Date17 Jan 2025
Tender Amount₹ 40,24,750
Costs
EMD
₹ 80,495Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Pipe Carrying Structure With Laying Of Ms Distribution Line For Crossing Of Karanjali Canal At Karanjali Bridge For Providing Distribution Network Under Aug. Sch. Of Kulpi Zone-ix Within Mega Surface W/s Scheme For Falta-mathurapur.
Description
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Contact
Tender Id
2024_PHED_790197_1Tender No
WBPHED/EE/NIeT-84/AD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
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Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / butment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction.
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i) With Eucalyptus bullah Pile: (Height of deck above bed level upto 2.25m)
40
5170
206800
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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) 355.6 mm dia (OD) M.S. Pipe of 10 mm thick
96
19476
1869712.32
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iii) 219.1 mm dia (OD) M.S. Pipe of 6.3 mm thick
45
7902
355596.75
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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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iii) 219.1 mm dia (OD) M.S. Pipe of 6.3 mm thick
45
5
252.45
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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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iii) 219.1 mm dia (OD) M.S. Pipe of 6.3 mm thick
45
2
107.1
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Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc. (Payment to be made on area of cut surface)
10400
8
83200
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Welding in M.S. structural work with gas or electric:
(a) Continuous weld.
4000
9
36000
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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.
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-
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In ground floor including roof.
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(a) upto 150 mm. thick
5
939
4695
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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)
12
9600
115200
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one nother with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
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I) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
4.68
75266
352244.88
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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 primer and paint shall be approved by the Engineer-in-charge]
170
1099
186830
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DI Single Chamber combination type Air Release Valve (Kinetic Air Valve along with Automatic Air Valve) should be double ball, double orifice with Austenitic aloy, steel float, Temper Proof Air Vents ofBronze, Rolling Seal mechanism of neoprene rubber for Air release and Anti Vaccum application and stainless steel/ H.T. Steel cover bolts, EPDm cover gasket design for 10Kg. / Sq. Cm. Pressure & Epoxy Powder coating (EP-P) inside and outside color shade blue RAL 5005. Flanged drilled as per IS-1538 (Table -6). Rate inclusive of packaging charges, transportation charges and any other charges & taxes, including charges of third party inspection.
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Material Specification
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i) Body & cover of (Kinetic & Automatic Valve)
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Ductile Iron DIN 1693 Gr. GGG40
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ii) Low pressure seat ring:
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Neoprene Rubber on Bronze Seat
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iii) Low pressure ball:
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-
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Austentic alloy steel, AISI-304
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-
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iv) High Pressure Ball
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-
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Austentic alloy steel, AISI-304
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-
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v) Tamper Proof Air Vent:
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-
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Bronze, IS 318 LTB2 with rolling seal mechanism
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-
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vi) Cover Gasket
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EPDM Rubber
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vii) Cover Bolts:
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Stainless Steel / High tensite steel
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a) 100 mm dia
4
15224
60896
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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
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-
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Distanc from Ex-outlet to work site 10 km
2.1
96418
202478.37
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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
5
1023
5115
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Hire and labour charges for shoring work (including necessary close plank walling, Framing, Eucalyptus/Jhou Bulla piling, Strutting etc.) complete as per direction of the Engineer-in Charge For foundation excavation.(vertical surface area in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer-in-Charge.)
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a) Depth up to 1.5m below G.L.
120
386
46320
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Ordinary Cement Concrete (mix 3:1.5:1) with graded stone chips (20mm down) excluding shuttering and reinforcement. If any, in ground floor, as per IS 456-2000.
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-
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a) Pakur Variety
15
6209
93135.6
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Filling in foundation or plinth by Silver Sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.
35
93621
32767.35
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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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(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
20
3118
62369.8
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Add @18% GST except It. No. 3,9&12 :-
1
245548
245548
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Add @1% Labour Welfare Cess except It. No. 3,9&12 and on GST :-
1
13641
13641.56
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