Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date26 Oct 2024
Tender Amount₹ 4,44,14,427 
Notes
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Costs

Summary

Supply Laying Distribution Network ( Hdpe Pipe ,di K-7 Pipe And Ms Pipe) With All Other Associated Works Excluding Cost Of Road Restoration For 51.264 Km At Zone-5 With Pipe Carrying Bridge To Be Completed In All Respect Within Islampur Municipality

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f) 160mm(OD)

763

695093

911

... 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). B) For UPVC/HDPE Pipe. 110 mm (OD)

46368

175271

3.78

... More
e) 140mm(OD)

803

3404

4.24

... More
f) 160mm(OD)

763

3647

4.78

... More
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 UPVC/HDPE Pipe, 110 mm (OD)

46368

50077

1.08

... More
e) 140mm(OD)

803

1156

1.44

... More
f) 160mm(OD)

763

1319

1.73

... More
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) 1% of Total Length on one Side

479.34

56562

118

... More
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 7634 (Part 2) : 2012 , Table-3) 110 mm dia (OD) Pipe (12492 x 0.41 x 0.075) =

384.13

392963

1023

... More
140 mm dia (OD) Pipe (803 x 0.44 x 0.075) =

26.5

27108

1023

... More
160 mm dia (OD) Pipe (763 x 0.46 x 0.075) =

26.32

26928

1023

... More
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) 110 mm dia (OD) Pipe (10822 x 0.41 x 0.125) =

554.63

520795

939

... More
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.110 mm dia (OD) Pipe

938.76

155833

166

... More
140 mm dia (OD) Pipe

26.5

4398

166

... More
160 mm dia (OD) Pipe

26.32

4369

166

... More
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. Consider 1 valve Per 500 m , 100 mm dia

93

471231

5067

... More
150 mm dia

3

22461

7487

... More
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

96

1151040

11990

... More
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. B) For UPVC/HDPE Pipe

47934

18214

0.38

... More
Add GST @ 18%

1

4574288

4574288.77

... More
Add labour welfare cess @ 1%

1

299870

299870.04

... More
DI K-7 & M.S Pipes with Fittings & Valves. in Distribution system Zone 5

-

-

-

... More
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc. without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. 100 mm dia Pipe

636.5

45828

72

... More
150 mm dia Pipe

1382

154784

112

... More
200 mm dia Pipe

1226.5

166804

136

... More
250 mm dia Pipe

15

2460

164

... 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). 100 mm dia Pipe

644

2144

3.33

... More
150 mm dia Pipe

1397

5867

4.2

... More
200 mm dia Pipe

1239

6950

5.61

... More
250 mm dia Pipe

15

99

6.66

... 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). 100 mm dia Pipe

644

605

0.94

... More
150 mm dia Pipe

1397

2151

1.54

... More
200 mm dia Pipe

1239

2948

2.38

... More
250 mm dia Pipe

15

52

3.47

... More
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. Taking 1% of Pipe length a) 80mm.dia. to 125mm.dia pipe

6

654

109

... More
b) 150mm.dia.to 200mm.dia pipe

26

3666

141

... More
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. Taking Cutting Qty x 2 100 mm dia Pipe

12

984

82

... More
150 mm dia Pipe

26

2808

108

... More
200 mm dia Pipe

24

2712

113

... More
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) 100 mm dia Pipe

4

728

182

... More
150 mm dia Pipe

6

1320

220

... More
200 mm dia Pipe

6

1422

237

... More
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) a) All socket Tee 100 mm dia. to 300 mm. dia. 100 mm dia. (14 x 13.8) = 193.2 Kg

193.2

24729

128

... More
150 mm dia. (12 x 19.5) = 234 Kg

234

29952

128

... More
250 mm dia. (1 x 48.0) + (0 x 45.0) + (0 x 36.0) = 48 Kg

48

6144

128

... More
300 mm dia. (2 x 62.0) + (1 x 49.0) = 173 Kg

173

22144

128

... More
b) double socketed bend, 100 mm dia. to 300 mm. dia. 100 mm dia. (14 x 9.2) + (14 x 7.9) + (14 x 7.3) = 341.6 Kg

341.6

42700

125

... More
150 mm dia. (12 x 16.8) + (12 x 13.5) + (12 x 12.0) = 507.6 Kg

507.6

63450

125

... More
300 mm dia. (2 x 63.5) + (1 x 49.0) + (1 x 41.0) = 217 Kg

217

27125

125

... More
c)   Tail piece, 100 mm dia. to 300 mm. dia. 100 mm dia. (6 x 8.7) + (6 x 9.7) = 110.4 Kg

110.4

15897

144

... More
150 mm dia. (5 x 13.6) + (5 x 15.6) = 146 Kg

146

21024

144

... More
200 mm dia. (1 x 19.7) + (1 x 22.5) = 42.2 Kg

42.2

6076

144

... More
250 mm dia. (1 x 27.5) + (1 x 31.5) = 59 Kg

59

8496

144

... More
300 mm dia. (1 x 38.0) + (1 x 42.0) = 80 Kg

80

11520

144

... More
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.Consider 1 valve Per 500 m , 100 mm dia

1

5067

5067

... More
150 mm dia

3

22461

7487

... More
200 mm dia

2

29538

14769

... More
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

4

47960

11990

... More
ii) 200 mm dia pipe

2

30388

15194

... More
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. 100 mm dia Pipe (644 x 0.525 x 0.075) = (width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2)

25.36

25943

1023

... More
150 mm dia Pipe (1397 x 0.575 x 0.075) =

60.25

61635

1023

... More
200 mm dia Pipe (1239 x 0.625 x 0.075) =

58.08

59415

1023

... More
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.250 mm dia Pipe (15 x 0.675 x 0.125) = (width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)

1.27

1192

939

... More
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. 100 mm dia Pipe Total = Road dismantling qnty.

25.36

4209

166

... More
150 mm dia Pipe

60.25

10001

166

... More
200 mm dia Pipe

58.08

9641

166

... More
250 mm dia Pipe

1.27

210

166

... More
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.

3295

1252

0.38

... More
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.1% of Total Length on one Sides (Applicable where critical situation arise and take up the work as per direction of EIC)

32.95

3888

118

... More
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. Taking Consideration for damage structure (Total Length's 0.25% x B-0.25 X D-0.45 )

0.93

5558

5976.35

... More
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 Taking as -(Total Length's 0.25 % x D-0.45 x 2 )

7.41

1519

205

... More
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. Taking Consideration for Damage Structure-(Total RCC. Qty. x 0.8% x 7.85)

0.06

3646

60769.41

... More
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth Taking (Total Length's 0.25 % x B-0.25 X D-0.6)

1.24

6100

4919.86

... More
Laying Cost of M.S pipe Consider 1% of Pipe Length 100 mm dia Pipe

7.5

2692

359

... More
150 mm dia Pipe

15

8465

564.38

... More
200 mm dia Pipe

12.5

11619

929.52

... More
Add 18% GST

1

186597

186597.94

... More
Add Cess @1%

1

12232

12232.53

... More
Supply Cost of DI K-7 & M.S Pipe

-

-

-

... More
Supply & Delivery (at Site) of DI K-7 Pipes conforming to I.S-8329:2000. Included 18% GST 100 mm DIA

636.5

819175

1287

... More
150 mm dia Pipe

1382

2567756

1858

... More
200 mm dia Pipe

1226.5

2903125

2367

... More
250 mm dia Pipe

15

46770

3118

... More
Supply of M.S pipe Including Coating including 18% G.S.T , 100 mm dia Pipe

7.5

12841

1712.14

... More
150 mm dia Pipe

15

37577

2505.19

... More
200 mm dia Pipe

12.5

47657

3812.56

... More
Add Cess @ 1%

1

64349

64349.03

... More
M.S. Pipe Carrying Bridge Work For Distributation At Zone - 5

-

-

-

... More
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. FOR DISTRIBUTION Cost of 60 Mtr. Length Pipe Carrying Bridge for culvert crossing. (Zone-5, Ward-9) LAT:-26°15'19.80"N LON:-88°12'2.07"E near MAJUMDAR PESTICIDES.

90

5364000

59600

... More
Add 18% GST

1

965520

965520

... More
Add Cess @ 1%

1

63295

63295.2



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