Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Eprocure
Opening Date11 Aug 2022
Closing Date24 Aug 2022
Tender Amount₹ 66,09,342 
Notes
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Costs

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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). B) For UPVC/HDPE Pipe a)90 mm (OD)

8220

29592

3.6

... More
b) 110 mm (OD)

2200

8316

3.78

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c) 125mm (Od)

1090

4163

3.82

... More
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). B) For UPVC/HDPE Pipe a)90 mm (OD)

8220

7233

0.88

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b) 110 mm (OD)

2200

2376

1.08

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c) 125mm (Od)

1090

1351

1.24

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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) b) 150 mm dia.

10

380

38

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i) 100 mm dia.

8

160

20

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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 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 to 150 mm dia pipe

6

71010

11835

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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. b) 150mm.dia.to 200mm.dia pipe

8

1128

141

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i) 80mm.dia.to 125mm.dia pipe

6

654

109

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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 EIC (Nut and bolts shall be of TATA/GKW rate). b) 100 mm dia.

10

1820

182

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a) 80 mm dia.

10

1120

112

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c) 150 mm dia.

10

2200

220

... More
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 gooddamages all complete as per direction of EIC.

8

4544

568

... More
Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.)

80

14560

182

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Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.

10

1192

119.27

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Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work) a) With earth obtained from excavation of foundation

2

155

77.54

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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. (i) River Bazree

8.2

37369

4557.27

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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 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.

22.68

21296

939

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Cement concrete with 30 mm down graded shingles excluding shuttering (N.B. Variety). In ground floor a) 6:3:1 proportion

14.36

48723

3393

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Plaster (to wall,floor ,ceiling etc,) with sand and cement mortar including rounding off chamfering corners as directed and raking out joints or roughening of concrete surface including throating ,nosing and drip course where necessary (ground floor). With cement mortar(4:1) 15 mm thick.

14.56

2227

152.98

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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, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW / JSPL/ SRMB/ BMSAL/ELECTROSTEEL/SSL

0.25

21957

87829.5

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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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). a) 25 mm to 30 mm wooden shuttering

18.24

3739

205

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Neat Cement punning about 1.5mm thick in wall ,dado , window, sills floor drain etc,

14.56

480

33

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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.

26.43

27037

1023

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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)

120

14160

118

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Labour for horizontal boring under pucca road etc…………....for laying of pipe. i) up to 150 mm dia. (CI/DI/AC/GI)/180 mm O.D UPVC & HDPE

60

15756

262.6

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Supply of CIDF & Specials as per IS 1338-1992

2000

216000

108

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Supply and delivery of CIDF Sluice valve as per I.S 14484-2000 (Upadhaya/L&T/Kirlosker/venus/Hazra)I.S.I make P.N -1.6. i) 150 mm dia.

2

18348

9174

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ii) 100 mm dia.

2

13560

6780

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iii) 80 mm dia.

2

8496

4248

... More
Supply of C.I. Jeffy coupling (flexible) joint complete with studtsnuts bolts, rubbon sealing reing as per I.S.Specification. i) 150 mm dia.

16

26016

1626

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ii) 200 mm dia.

4

8664

2166

... More
iii) 250 mm dia.

6

13962

2327

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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. 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. b) 100 mm dia.

66

4752

72

... More
150 mm dia

55

6160

112

... More
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). 100 mm dia

66

219

3.33

... More
150 mm dia

55

231

4.2

... More
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). 100 mm dia

66

62

0.94

... More
150 mm dia

55

84

1.54

... More
Providing FHTC from the existing CI/DI/Upvc/HDPE/GI/AC distribution pipeline by installing 10 mm dia NB Gun metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline and all others accessories like saddle piece of require size to fit the existing distribution pipeline ,specials, nut & bolts rubber sheet , washer etc. and laying 15 mm NB PVC (schedule 80)/ 20 mm OD HDPE (PE 100 , PN16 )/ 20 mm OD PPR-C (Class -SDR 7.4/PN16) pipes upto required length with all necessary specials 1.0 metre below the ground connecting ferrule including cutting trenches in all sorts of soil and filling up trenches as per directions of the Engineer-in-charge and upto a point just inside the premises of the house hold or as directed by EIC. Supply and installation of a l5mm dia. alloy iron Bib Cock (tested to 2t Kg/cm2) above 1.0 Mtr. frorn ground, an alloy stop cock of 15 mm dia with brass spindle (tested ta 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.l pipe of TATA make (mediurn duty) of 2 metre length with all necessary specials to continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household. Note: 1. PVC pipe shall of schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with Gl Pipes as per IS : 1239 (Part - I). 2. PPR-C (Poly propylene Randam copolymer) pipe shall be 3-layer confirming to IS :15801 UV stabilised & anti-microbiol fusion welded, having thermal stabitity for hot & cold water supply including all PP-R plain & brass threaded porypropylene random /fittings . 3. Rate is exclusive of supply and delivery of 10 mm NB gun-metal Ferrule. supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE 100,PN16)/20 mm OD PPR-C (Class -SDR7.4/PN19) pipes. b) Above 10 m upto 20 m length

200

608800

3044

... More
Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo-Reference as directed by EIC and submission of the same to PHE Dte in Soft Copy.

200

5600

28

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Making village road crossing (Average 3 m width)by horizontal Augor boring for accmodation of laying of average 3 (Three) Nos 15 mm dia GI pipe for FHTC or as per direction of EIC.

100

18800

188

... More
ADD: GST 12% (+)

1

701132

701132.4

... More
ADD: CESS 1% (+)

1

65439

65439.03



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