Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 17,39,760 
Notes
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Costs

Summary

Phe/swsd/ee/niet- 31 Of 2024-25 (sl No 01 )

Description

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BOQ Items

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(iii)80 mm Dia.

8

4300

34400

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For exisitng FHTC, Providing 10 mm NB Gun-metal Ferrule Conforming to IS 2692- 1989with latest amendments on the existing CI/DI/AC/UPVC/HDPE/GI distribution pipeline with supply, Fiiting and fixing of all other accessories like saddle piece of required size to fit the existing Distribution Pipe Line , Specials, Nut and Bolts , ribber sheet, washers etc in cluding cutting trenches in all sorts o soil and filling up trenches as per direction of the Engineer in charge.

250

476

119000

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Cleaning the chokage of AC/DI/CI / UPVC Pipes in the existing line by split bamboo passing through the new pit on the line and cleaning silt, bats or any obstructed materials in the line and cleaning by washed water. (Work to be executed as per prior approval and direction of EIC)

1000

84

84000

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Dismantling existing ferule with fitting and refixing the same after cleaning and washing of pipe line upto stand post

125

394

49250

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Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985- 2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including e department free of cost) asrequired at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional+C20 method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing directionand satisfaction of the E.I.C. A) Pressure rating :- Class -III (iii) Laying of Pipe lineincluding cost of Pipe, fittings / specials and Valves.

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-

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110mm dia. (O.D.)

600

471

282600

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125mm dia. (O.D.)

700

643

450100

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Supplying ,fitting and fixing 15 mm NB PVC (Schedule 80)/20 mm OD HDPE (PE 100, PN16) pipe for undergroud work & threaded match with G.I. pipe pipe as per IS:1239 (part I) with all necessary accesoseries , specials, viz socket,tee, union, bend ,elbow ,nipple,long screw, reducing socket,including cost of all material,jointing materials, cutting pipes,making thread,cutting treanchesnupto 1.0 mitre below surface in all sort of soil and refilling the same as directed complete in all respect.(payment will be made on the centre line measurment of the total pipe beyond 20 m including all specials NO separate payment will be made for accessories ,specials.)

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-

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(a)20 mm OD HDPE

550

117

64350

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Supplying fitting and fixing G.I Pipes of I.S.I. make with all necessary accessories specials viz socket bend tee union cross elbo nipple longs crew reducing socket reducing tee short piece etc. fitted with holder bats clamps including cutting piped making threads fitting fixing etc complete in all respect including cost of all necessary fittings as required jointing materials and two coats of painting with approved paint in any position above ground (Payment will be made on the center line measurment of total pipe line including all specials . No separate payment will be made for accessories specials).

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-

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15 mm dia.

150

192

28800

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25 mm dia

10

305

3050

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80 mm dia

6

818

4908

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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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For UPVC Pipe (A)110 mm(OD)

600

3

2268

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B)125 mm (OD)

700

3

2674

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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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For UPVC Pipe

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-

-

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110mm dia (OD)

600

1

648

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125 mm (O.D)

700

1

868

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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 roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials as per Departmental Drawing(80mm -150 mm)

8

11835

94680

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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

2

1023

2046

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Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75 mtr. for laying all dia pipe line in ground floor, upto 150 mm thick.

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-

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upto 150mm thick

6

939

5634

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above 150mm thick

4

1417

5668

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Cement concrete with 30 mm down graded shingles excluding shuttering (a) 6:3:1 proportion

8

3256

26053.2

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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.

10

568

5680

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Labour charges for repairing of UPVC pipe by using UPVC socket and solvent cement including earth work in excavation with dewatering and necessary tracing out the actual . trenches with excavated earth upto the same as per direction of EIC all complete (UPVC pipes andspecials, solvent cement to be supplied by the Agency). Unserviceable broken withdrawn surplus materials are to be deposited to the Deptt. store.

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-

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(iii) 90 mm dia

6

653

3918

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(iv) 110 mm dia

8

736

5888

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(v) 125 mm dia.

6

819

4914

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Ordinary Cement Concrete M-20 (mix 1:1.5:3) with graded stone chips (20mm dowm) exculding shuttering and reinforcement if any, in ground floor/ upto 4 m. (a) River Bazree N.B. Variety

5

4495

22476.65

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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 4.000 MT 86824.44 347297.76 INR Three Lakh Forty Seven Thousand Two Hundred & Ninety Seven and Paise Seventy Six Only to correct shape, placing in proper position and binding with 16G black annealed wire at every inter section, complete as sper drawing and direction. i) For works in foundation,basement & upto roof of Ground floor/ upto 4m (i) Tor Steel/Mild Steel, Other than TATA/SAIL/RINL. Distance - 20 KM

0.5

86758

43379.15

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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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)

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-

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a) 25 mm to 30 mm shuttering without staging in foundtion.

65

205

13325

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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

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-

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Depth of excavation not exceeding 1.5 mtr. but not requiring shoring

15

119

1789.05

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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 existingground level in any es 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. The Pipes, specials and valves, rubber gasket will be supplied deptt. free of cost

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-

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100 mm DIA

100

72

7200

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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) 100 mm

18

20

360

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Repairing of flange joint after dismantling the joints, removing the unserviceable rubber insertion and supply new rubber insertion and supply upto 50 % of new nuts and bolts all complete including necessary earth work dewatering & supply of washer etc. all complete as per direction of EIC.

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-

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a) 80 mm dia. to 100 mm dia.

32

311

9952

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b) 125 mm dia. to 200 mm dia

6

545

3270

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Add. @ 18% GST

1

262759

262759.51

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Add. @ 1% CESS

1

17225

17225.35



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