Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Jan 2025
Closing Date24 Jan 2025
Tender Amount₹ 87,81,582 
Notes
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Costs

Summary

Laying Of Pipeline For Functionally Of Fhtc Including New Fhtc Connection At Phuliapara, Durlav Paranarasinghanagarchapatala Beharia Mouza Under Fulia G.p. Gopalpur Parbatipur Mouza Under Parbatipur Pwss Under Nad I Phed

Description

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BOQ Items

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DO_NOT_SHOW

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90mm OD

1620

342

554040

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75mm OD

2820

258

727560

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63mm OD

220

202

44440

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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 HDPE/UPVC Pipe 160mm OD

200

4

956

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110mm OD

880

3

3326.4

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90mm OD

1620

3

5832

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75mm OD

2820

3

8883

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63mm OD

220

3

688.6

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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 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 HDPE/UPVC Pipe 160 mm OD

200

1

346

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110 mm OD

880

1

950.4

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90 mm OD

1620

-

1425.6

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75 mm OD

2820

-

1945.8

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63 mm OD

220

-

136.4

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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. (a) upto 150 mm. Thick

20

939

18780

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per direction .

20

5235

104700

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Labour for boring (horizontal) through any kind of soil for road crossing LDS including hire charges & labour for supply of subtable dia crossing upto full width road with necessary tools, trackles, including Necessary 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) 150mm dia

24

553

13281.6

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100mm dia

36

369

13306.32

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80mm dia

36

295

10630.08

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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.R12/Gr-13non-magnetic, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 PartIV &VI valves are suitable forma x. working pressure of 10kg/cm2(seattest)and body tested to 15kg/cm2. a) 100 mm dia

6

6138

36828

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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] a)80 mm to 150 mm dia pipe

6

12649

75894

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JHAMA METAL Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal I shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening

60

2141

128484.6

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Supplying, fitting and fixing bib cock or stop cock g) Supplying, fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg. per sq.cm.

160

169

27040

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Making village road (Average 3m width) crossing by horizontal Augor-boring for accomodation of laying of average 3 (Three) nos. 15mm dia G.I. pipes for FHTC for FHTC or as per direction of EIC.

240

188

45120

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Supplying, fitting and fixing in position G.I. pipes of TATA make with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required jointing materials and two coats of panting with approved paint in any position above ground . (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) NON-TATA 15mm dia medium quality

240

153

36864

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Provision for extra supply and laying of 15 mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 meter below the ground including cutting trenches in all sorts of soil and filling up trenches as per direction of the E.I.C., beyond 15mtr length as consider in item no.1

380

117

44460

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For existing FHTC with Ferrule connection, Refixing of existing ferrule with fittings in the proposed distribution pipeline and supply fitting and fixing of all other accessories like saddle piece of required size to fit the proposed pipeline, specials, nuts & bolts, rubber sheet, washers etc. including cutting trenches in all sorts of soil and fillings up trenches as per direction of the Engineer in Charge.

160

476

76160

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Cleaning the chokage of Ac/Di/CI/UPVC pipes in the existing line by split bamboo passing thrugh the new pit on the line and cleaning slit, bats or any obstrycted materials in the line and cleaning by washed water (Work to be excuted as per prior approval and direction of EIC).

360

84

30240

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Making plain cement concrete (1:2:4) support of 100mm dia (0.6 mm elbow GL & 0.3 m abobe GL) for fixing 15mm dia GI pipe for FHTC or as per direction of EIC.

1500

133

199500

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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

20

95183

19036.6

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Add 18% GST (SGST-9% CGST-9%) (Payment to be made as per prevailing rules in vogue & as per actual executed ) [except Sl. No. 1.14 & 1.15]

1

1326300

1326300.37

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Add 1% for labour welfare cess [Except Item No. 1.14] (Payment to be made as per prevailing rules in vogue & as per actual executed )

1

86946

86946.35



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