Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Eprocure
Opening Date16 Jul 2021
Closing Date4 Aug 2021
Tender Amount₹ 36,32,391 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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110 mm OD

480

-

427

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140 mm OD

420

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693

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160 mm OD

180

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876

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180 mm OD

240

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1107

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FOR 430 NOS. FHTC CONNECTION Providing FHTC from the existing CI/DI/Upvc/HDPE/GI/AC distribution pipeline by installing 10 mm dia NB Gun metal Ferrule (Ferrule to be supplied Departmentally conforming to IS 2692:1989 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. to be supplied by the agency ) and lay 15 mm or equivalent dia PVC/HDPE pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule and upto a point just inside the premises of household or as directed by EIC. Supply and installation of a 15 mm dia.alloy iron Bib Cock (tested to 21 kg/cm2) above 1.0 Mtr. from ground, an alloy Stop cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C GI pipe (medium duly) of required length with all necessary specials to continue from the end of the HDPE / PVC pipe and upto 1.0 m above ground within the premises of household. A water meter(to be supplied by Departmentally) is to be installed with the G.I pipe along with all necessary fitting supplied by the agency." "Note:- Payment of supply and laying of 15 mm or equivalent dia. PVC / HDPE pipe will be made on actual measurement basis. The rate of this item is RS. 117 /- per metre.

250

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3044

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Supply and delivery of 10 mm NB Gun - Metal Ferrule conforming to IS 2692:1989

250

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446

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Collection of house hold details at prescribed format through mobile app/ Hard Copy incl. Geo-reference as directed by the EIC & submission to the same to PHE Dte. In soft copy

250

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28

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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. i) 100 mm dia.

330

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72

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150 mm dia.

1080

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112

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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

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568

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

9

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3393

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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). f) 25 mm to 30 mm shuttering without staging in foundation

33

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205

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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

32

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141

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Withdrawing and relaying of DI/CI pipes / AC /upvc pipe after excavation of earth and with the help of chain pully derrick etc. by dismantling of jointing of rubber gasket joint or lead joint or flange joint and stacking the withdrawn pipes and specials at site store /road flank godown etc. all complete as per direction of ElC.The item includes the cost of earthwork in excavation & re-filling the trenches with the excavation earth in layers to ensure adequate compaction. a) 80 mm dia to 125 mm dia

960

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210

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b) 150 mm dia to 200 mm dia

680

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213

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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 dia to 150

6

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11835

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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 90 mm OD

2100

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3.6

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110 mm OD

480

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3.78

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140 mm OD

420

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4.24

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160 mm OD

180

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4.78

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180 mm OD

240

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5.17

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for CI/DI Pipe 100 mm dia

330

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3.33

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150 mm dia.

1080

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4.2

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

2100

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0.88

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110 mm OD

480

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1.08

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140 mm OD

420

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1.44

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160 mm OD

180

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1.73

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180 mm OD

240

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2.05

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for CI/DI Pipe 100 mm dia

330

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0.94

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150 mm dia.

1080

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1.54

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Making Village Road (average 3m width) crossing by horizntal auger boring for accomodation of laying of average 3 (three) nos. 15 mm dia GI pipes for FHTC or as per direction of Engineer-in-Charge. i) 15 mm dia GI. Pipe (for Village road)

90

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188

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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) 100 mm dia

60

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20

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c) 150 mm dia

196

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38

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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). a) 80mm dia

4

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112

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b) 100 mm dia

4

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182

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b) 150 mm dia

8

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220

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Labour for horizontal boring under pucca road etc. for laying UPVC pipe line through horizontal boring incl. all labour , tools & plants incl. all incindental charges all complete as per direction and instruction E.I.C. up to 150 mm dia or 180 mm OD

24

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262.6

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Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC Above 20 Km upto 30 Km

32.29

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1489

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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.

16.2

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1023

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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 75m In ground floor including roof.

27

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939

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ADD: GST 12% (+)

1

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385331.4

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ADD: CESS 1% (+)

1

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35964.27



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