Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date20 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 2,30,027 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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All types of CI specials (viz. Bend, Tee, Taper, Tail piece, Collar etc. size conforming to IS specification 1538:1993 a) socket & spigot end i) 80mm to 300mm

173.4

10577

61

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Supply of Ductile Iron K7 (DI) pipes confirming to IS:8329-2000 at project site including stacking, loading, unloading, labour, transportations etc complete. 100 mm

6

5952

992

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150 mm

8

9496

1187

... More
Lowering any type Ductile Iron pipes (DI) & specials and laying along trench at any depth as per specification and direction of the Engineer-in-charge.[For laying over ground. The rates shall be reduced by 10% and the rates so reduced shall be inclusive of cost of holding arrangements. 100 mm

6

84

14

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150 mm

8

150

18.78

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Dewatering by pumps including all leads. lifts and making all arrangement of dispisal where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections.note:- In case of any other situation demanding such emergency dewatering use of this item is to be apporved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C

80

2640

33

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Manufacturing and supplying M.S. saddle with 10 mm. thick M.S. Pipe, 25 mm. thick M.S. Flange including fabrication true to size with M.S. Clamp, drilling hole on angle /flat, gas cutting and welding etc. 6in * 4in

1

3650

3650

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12in * 6in

1

7500

7500

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Wet connection with M.S. Saddle on running mains by drilling with electric drill, plugging with wooden plug using nut and bolts, rubber insertion, dewatering trenches all complete excluding cost of M.S. saddle & earth work. 6in * 4in

1

4200

4200

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12in * 6in

1

7990

7990

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C.I Sluice valve with flanged ends drilled to as per I.S.1358/62 and having all cast iron components as per I.S.780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.42 MT per sq.cm.Spindle nut valve aqnd seat faces of hard wear resisting,manufactureed from best quality gunmetal confioming to I.S 780/71, painted black all over with with asphalt base paint tested to 21 Kg(hydraulic pressure) per sq.cm. valve opening to anticlock wise direction fitted and fixed complete. 150 mm

2

14974

7487

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Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane(for diameter above 250 mm.) by prividing temporary support, as reaquired gasket nuts & bolts etc all complete as per specification and direction of E.I.C 150 mm

2

3020

1510

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Supplying including cost of installation of cast iron mechanical compression flange socket tail piece for connecting flange fittings to the plain(spigot) ends of CI/DI pipes 150 mm

4

13364

3341

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Mechanical scrubbing cleaning scouring & flushing of water mains by cutting at least 50mtrs Appart by cutting trenches irrespective of any pavements & making joints with matching Mechanical Compression Flexible Collar Coupling jointing as per IS 8329 complete with sealing rubber gasket of EPDM quality IS 5382/1985 type 4, cast iron follower glands & mild steel nut bolts zinc coated , mending good the trenches temporarily as per direction of engineer-in-charge by supply pipe cleaning machine pump for dewatering & socket piece double collar etc all complete. 150mm

100

16200

162

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Supplying, fitting and fixing of C I Mechanical Compression flexible collar couplings suitable for inch size CI pipes and D I pipes confirming to class B of BS :1211 complete with sealing rubber gasket of EDPM quality IS :5382/1985 Type 4 Cast iron follower glands and mild steel nut bolts zinc coated, The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS : 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. 100 mm

5

8250

1650

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150 mm

2

5298

2649

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Cleaning distribution pipelines by opening of valves of any size including string stirrups and draining out of the acumulated water there of using portable pump if necessary

2

1006

503

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Inserting C.I.specials and Valves etc for interconnection with the exting wet main if any including excavation of trenches in any kind of soil& road to required depth bailing out normal water from trenchs cutting the existing C.I pipes/Specials carefully and withdrawing the same including filling up the trench as per specification and instruction of the Engineer-in-charge of the work( valve;Collars,Specials lead joints lowering valves pipes shoring as when required will be paid seoerately as per schedule rate)

2

4000

2000

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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

2

25298

12649

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

6

5617

936.21

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Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work).

5.83

452

77.54

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Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.

30

10740

358

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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. a) Pakur Variety

4.5

24696

5488.11

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Sub Total

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-

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GST 18%

1

34741

83295.2

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CESS 1%

1

2277

5460.46



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