Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Mar 2024
Closing Date21 May 2024
Tender Amount₹ 80,00,373 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a. Depth of excavation not exceeding 1500mm

263.25

31397

11927

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Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per speclfication and direction of the Engineer-incharge, ( laying over ground. the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]

650

12207

1878

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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 ramming etc. layer by layer complete. (Payment to be made based on the basis of measurement of finished quantity of work. (a) With earth obtained from excavation of foundation

217.32

16850

7754

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.

43.88

217896

4965.73

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Cutting of C.I./D.I. pipes for fitting with pipes and/or specials of similar or dissimilar materials at the time of laying without damaging any part of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge. 150 mm.

10

1260

126

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Supplying, fitting and fixing of C.I. Mechanical Compression Transition Collar Couplings suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329). the tailpieces to be supplied complete with Sealing Rubber Gasket of EPDM 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. Diameter in mm x inch. with minimum barrel length in mm. 150mm x6inch with length 100mm

20

62880

3144

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Supplying including cost of installation of cast iron mechanical joint double socket 90 degree bend as dimentionally described in IS: 13382/2004 for connecting two plain ends of CI/DI pipes with CI body and follower gland, zinc coted MS fasteners and sealing rubber gasket of EPDM quality as per IS:13382:2004 complete.

10

61650

6165

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Supplying including cost of installation of cast iron mechanical joint double socket 45 degree bend as dimentionally described in IS: 13382/2004 for connecting two plain ends of CI/DI pipes with CI body and follower gland, zinc coted MS fasteners and sealing rubber gasket of EPDM quality as per IS:13382:2004 complete.

3

14715

4905

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Supply of Single/double bit SBR gasket suitable for jointing C.I/D.I pressure pipes,conferminig I.S 5382-1985 [Popular known as Tyton Gasket] 150 mm

10

500

50

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Rubber gusket joints to CI / DI pipes and laying along trench at any depth as per specefication and direction of the Engineer-in-charge.

128

8576

67

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All types of D.I. Specials (viz.Bend ,Tee,Taper ,End cap), size conferming to IS Specification 9523 -2000 with cement morter lining (inside) and bituminous coating (out side ) (25 % of payment will be held up till successful hydraulic testing) i) 100mm to 300mm

150

19200

128

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Hydraulically testing of C.I /D.I./A.C. pipe lines in section, under a head of water not less than 60m (6kg./ cm2 pressure) or above as per specific requirement by filling the main with supply of water including supply of all specials and equiments like pump sets, gauges, end caps blank flange etc. all complete as per specification and direction of the engineer-in-charge. [ after successful completion of test removal of ancillary specials. equipments. plugging arrangements and disposal of water sholl be made at no extra cost]

650

14365

2210

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Shifting house connection or standpost connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. Dismentaling existing ferrule with all fitting. Plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceble old G.I. pipes and other specials (new G.I. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excaveted materials all complete as per specification and direction of the Engineer-in-charge.

105

149835

1427

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C.I. double flanged manually operated sluice valves generally conforming to IS 14846:2000, having four faces and spindle nut of gunmetal, inside screw non-rising type quality gunmetal/AISI 410 spindle: seat tested to 10kg/cm2 and body tested to 15kg./cm2, flanges flat faced and drilled to IS:1538:1993. painted black all over with asphalt base paint. valves tested by closed end method..

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 250mm) by providing temporary support, as required, gasket, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in-charge. [The rate includes cost of flange joints].

2

3020

1510

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Supply of 150 mm dia D.I Pipe

650

1006850

1549

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G.S.T (SGST 9%+CGST 9%)

1678212.23

302078

0.18

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Cess (1%)

1980290.43

19802

0.01

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Unit Cost @ Rs. 2000093.33 x 4ns Wards(01,13,17&18)

4

8000373

2000093.33



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