Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date25 Jan 2025
Closing Soon13 Feb 2025
Tender Amount₹ 52,11,914 
Notes
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Costs

Summary

Additional Laying Of Pipeline Of Secondary Grid From Sikirhat To Ghatarnia And Allied Works For Nolgora Of Joynagar-ii Block Under Augmentation Of Laying Distribution System To Extend The Benefit Of 100 Percent Households In Zone-iii At Joynagar-ii

Description

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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).

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-

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A) For CI/DI pipe

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-

-

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l) 300mm dia.

4999.5

7

36096.39

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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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A) For CI/DI pipe

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-

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l) 300mm dia.

4999.5

4

23997.6

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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

450

1023

460350

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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)

500

118

59000

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

150

182

27300

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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)

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-

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l) 300mm dia.

910

76

69160

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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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-

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l) 300mm dia.

15

351

5265

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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.

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250mm.dia.to 350mm.dia pipe

92

263

24196

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Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.

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l) 300mm dia.

92

160

14720

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(A) 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)

899.91

936

842504.74

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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 0:40)

299.97

2037

611212.87

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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 relevant IS codes.

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a) Pakur Variety.

39.38

5645

222321.37

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Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.

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(i) Using Eucalyptus bullah

200

1244

248800

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Supplying empty Cement bags in good condition.

1600

3

5280

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Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

1600

3

5600

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Supply of silver sand with Stacking at site. ( @ 0.028 Cu.m / Bag )

44.8

800

35840

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Supplying and delivery of different dia Clll/lJ coller as per IS 13382-1992 wth latest ammendement consisting of Cl Follower glands and body of 15210 Grade fe 150 SBR celling ring with I\,,1S T- headed nuts& bolts (G a vanised)Suilable Ior Cl SpunPipes as per lS 1536 and Dl pipes conforming to lS-8229 including cost of materials and loadlng, carriage, unoading ,stacking properly at depertmental store/stack yard all inclusive of taxes and chargeswhats so ever.

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B) Mechanical Collar

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-

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iii)300 mm dia.

4

9486

37944

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Constructon of different dia Sluice valve/Airvalve /ashout chamber in d fferent sizes for village road where light traffic run and for main road wtere heavy tGffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrele (4:2:1) a\et a single B/F soling overlsomm.thick sand fllling in foundalion including earth \^!rk in excavalion and disposal of excess earth from work sile with RCC (1:1.513) 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 manufacluerers not specified]

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b) 250 mm to 350 mm dia pipe

4

19964

79856

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Supply and delivery of different dla Dl specials as per lS 9523/2000 wth nternal cement mortar lining and external bitumen coatng including loadlng carrage, unloadng, stacking properly at Departmenlal store /Stack yard a inclusive of laxes and charges what so ever.

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A)Flange socket (PN-T0)

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i )300 mm d a.

8

5597

44776

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B) F ange Spigot (PN 1.0)

-

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-

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iv) 350 mm dia.

8

10605

84840

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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.

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i) 300mm Dia

4

29700

118800

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Dismantling all type of Cement concrete works, stacking serviceable materials of site and removing rubbish as diected within a lead of 75 mtr. For laying all dia pipeline in ground foor, uplo 150 mm thick. a) ln ground floor including roof.

39.38

939

36977.82

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Add GST @ 18% on all item

1

787166

787166.04

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Add CESS @ 1% on all items including GST

1

51603

51603.11



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