Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date24 Jan 2025
Closing Date22 Feb 2025
Tender Amount₹ 3,71,92,517 
Notes
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Description

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BOQ Items

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250 mm dia Pipe

2040

164

334560

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300 mm dia Pipe

267.5

192

51360

... More
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). 150 mm dia Pipe

4955

4

20811

... More
200 mm dia Pipe

3455

5

19382.55

... More
250 mm dia Pipe

2060

6

13719.6

... More
300 mm dia Pipe

270

7

1949.4

... More
Cleaning thoroughly the inner surface of pipe line including specials andvalves by flushing with water and subsequently disinfection of the samepipe line by flushing again with water containing bleaching powderresulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of suchfilling 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. Therates 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).150 mm dia Pipe

4955

1

7630.7

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200 mm dia Pipe

3455

2

8222.9

... More
250 mm dia Pipe

2060

3

7148.2

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300 mm dia Pipe

270

4

1296

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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. 150mm.dia.to 200mm.dia pipe

84

141

11844

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c) 250mm.dia.to 350mm.dia pipe

23

263

6049

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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. 150 mm dia Pipe

100

108

10800

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200 mm dia Pipe

70

113

7910

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250 mm dia Pipe

42

120

5040

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300 mm dia Pipe

6

160

960

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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).(No. of M.S. Flange for M.S. Pipe) 150 mm dia Pipe

20

220

4400

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200 mm dia Pipe

14

237

3318

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250 mm dia Pipe

8

329

2632

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300 mm dia Pipe

2

351

702

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All Types of D.I Ductile Iron (D.I) specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to IS specification No 9523/2000 With Cement mortar lining (inside) and bituminous coating (outside) (25% of payment will be held up till successful hydraulic testing) All socket Tee , 150 mm dia. to 300 mm. dia.

6202.5

128

793920

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b) Double socketed bend, 150 mm dia. to 300 mm. dia.

5770.5

125

721312.5

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c)   Tail piece, 150 mm dia. to 300 mm. dia.

6533.4

144

940809.6

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Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2, 80 mm dia

2

15691

31382

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Cost iron 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 1.S.: 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. 150 mm dia

10

7487

74870

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200 mm dia

7

14769

103383

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250 mm dia

4

20429

81716

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300 mm dia

1

24205

24205

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Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC

2

4224

8448

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Cast iron double flanged single door swing Non-Return Valve generally conforming to IS :5312 Part I, having body, door cover in graded cast iron to IS 210 Gr. FG 200, body and door rings and bearing block of leaded tin bronze to I.S 318 Gr. LTB 2 ( 350 mm & above ), hinge pin of ST AISI410 valves suitable for maximum working pressure of 10/16 kg/cm2 ( Seat test) and body tested to 15/24 kg/cm2. PN 1.6 rating, At OHR Location 300 mm dia

1

54522

54522

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250 mm dia

1

37693

37693

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200 mm dia

3

26883

80649

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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

10

11990

119900

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ii) 200 mm dia pipe

10

15194

151940

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iii) 250 mm to350 mm dia pipe

7

18881

132167

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Construction of Thrust Block, 300 mm dia Pipe

6

4952

29714.04

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Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the with drawing 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. (width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2) 150 mm dia to 250 mm dia

317.83

1023

325140.09

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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. (width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)

300.55

939

282216.45

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Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. Total = Road dismantling qnty.

618.38

166

102651.08

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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.

10740

-

4081.2

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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)

107.4

118

12673.2

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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.

3.02

5858

17692.76

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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness and required bracing for concrete slabs, beams, column lintel curved or straight including fitting, fixing and striking out after completion of woks (upto roof of ground floor). (f) 25 mm to 30 mm shuttering without staging in foundation

24.17

205

4954.85

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Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups, binders etc initial straighting and removal losse rust if necessary cutting requiste length hooking and bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction (i) Tor steel/Mild Steel.

0.24

61751

14820.28

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

4.03

4919

19827.04

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Laying Cost of M.S pipe 150 mm dia Pipe

50

564

28219

... More
200 mm dia Pipe

35

929

32533.2

... More
250 mm dia Pipe

20

1118

22364.6

... More
300 mm dia Pipe

2.5

1755

4387.7

... More
Add GST of above @ 18%

1

1042633

1042633.43

... More
Supply of DI and MS Pipe With GST

-

-

-

... More
Supply & Delivery (at Site) of DI K-9 Pipes conforming to I.S-8329:2000. Included 18% GST 150 mm dia Pipe

4905

2161

10599705

... More
200 mm dia Pipe

3420

2881

9853020

... More
250 mm dia Pipe

2040

3857

7868280

... More
300 mm dia Pipe

267.5

4887

1307272.5

... More
Supply of M.S pipe Including Coating including 18% G.S.T 150 mm dia Pipe

50

2505

125259.5

... More
200 mm dia Pipe

35

3812

133439.6

... More
250 mm dia Pipe

20

4398

87970

... More
300 mm dia Pipe

2.5

5714

14286.23

... More
Add labour welfare cess @ 1%

1

368242

368242.74



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