Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date14 Aug 2024
Closing Date13 Sep 2024
Tender Amount₹ 24,48,226 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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(A) Pressure Rating : Class - III

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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.

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a) 75 mm ( OD)

2000

516000

258

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b) 90 mm (OD)

1710

584820

342

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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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B) For UPVC/HDPE Pipe

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a) 75 mm ( OD)

2000

6300

3.15

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b) 90 mm (OD)

1710

6156

3.6

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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 samepipe 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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B) For UPVC/HDPE Pipe

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a) 75 mm ( OD)

2000

1380

0.69

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b) 90 mm (OD)

1710

1504

0.88

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Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.

3710

1409

0.38

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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.

20

18780

939

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Restoration of cement concrete pavements, after laying pipe line into the trenches, restoration to be done by laying cement concrete work(1:2:4) over a brick flat soling over 15cm.thick sand filling for cutting portion only or as per direction of Engineer-in-Charge.

20

150613

7530.69

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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]

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80 mm to 150 mm dia pipe

5

63245

12649

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Labour for boring (horizontal) through any kind of soil for road crossing LDS including hire charges & labour for supply of suitable dia crossing upto full width road with necessary tools, trackles, including necssary arrangement for boring & pushing reqd. inclu. fixing, jointing pumping out accumulated water, lighting arrangement, sealing of two casing ends by B/W (1:4) etc. as per direction of Eic (B/W to be given seperately)

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100 mm. dia.

100

41812

418.12

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Earthwork in excavation in trenches on the alignment of pipe line in any kind of soil (including mixed soil but excluding laterite/sand stone) according width shape of the valves including the excavated soil within a lead of 75m. as directed and trimming the bottom and sides of trenches as well as dressing, ramming and pumping seepage water etc. as required complete.

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a) Depth of excavation not exceeding 1.50m. below G.L. and not required shoring.

5

596

119.27

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Restoration of laterite / moorum road to its original condition by supply & spreading of 100 mm. th. Moorum over bed of 150 mm. th. Laterite (size – 45 to 150 mm.) in layers including temporary spreading, hand packing, watering & rolling for compacted desired / required thickness (100 mm. consolidated) as per specification & direction of E.I.C.

50

5498

109.96

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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 [P- OH-15, I-59, PHE Schdule]

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80 mm dia

5

22950

4590

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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).

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80 mm dia

10

1120

112

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Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm 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. G.I pipe of TATA make (medium duly) of 2 metre 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.

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Note :

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1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).

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2. PPR(Poly propyleneRandom copolymer)pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings.

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3. Rate is exclusive of supply and delivery of 10 mm NB gun metal Ferrule . Supply & laying of 15 mm NB PVC (Sch-80/20 mm OD HDPE(PE-100,PN16)/20 mm OD PPR-C(Class-SDR7.4/PN16)pipes.

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a) upto 10 m length.

20

37480

1874

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b) Above 10 m upto 20 m length.

180

547920

3044

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Making plain cement concrete (1:2:4) support of 100mm dia (0.6m below GL and 0.3m above GL) for fixing 15mm dia GI pipe for FHTC or as per direction of Engineer-in-Charge.

200

26000

130

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

80

15040

188

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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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Add GST @18% (CGST@9%+SGST@9%)

1

369760

369760.63

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Add Cess @1%

1

24239

24239.86



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