Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date26 Oct 2024
Tender Amount₹ 5,94,38,384
Costs
EMD
₹ 11,88,768Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Supply Laying Distribution Network ( Hdpe Pipe ,di K-7 Pipe And Ms Pipe)with All Other Associated Works Excluding Cost Of Road
Description
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Contact
Tender Id
2024_MAD_761707_2Bid Award Id
ViewTender No
9/AMRUT 2.0/SE (CC)/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
f) 160mm(OD)
1105
1006655
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,c)110 mm (OD)
64690
244528
3.78
... More
d) 125mm(OD)
2590
9893
3.82
... More
f) 160mm(OD)
1105
5281
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 Pipec)110 mm (OD)
64690
69865
1.08
... More
d) 125mm(OD)
2590
3211
1.24
... More
f) 160mm(OD)
1105
1911
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
683.85
80694
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 (16105 x 0.41 x 0.075) =
495.23
506620
1023
... More
125 mm dia (OD) Pipe (1610 x 0.425 x 0.075) =
51.32
52500
1023
... More
160 mm dia (OD) Pipe (385 x 0.46 x 0.075) =
13.28
13585
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 (20065 x 0.41 x 0.125) =
1028.33
965601
939
... More
125 mm dia (OD) Pipe (610 x 0.425 x 0.125) =
32.41
30432
939
... More
160 mm dia (OD) Pipe (235 x 0.46 x 0.125) =
13.51
12685
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
1523.56
252910
166
... More
125 mm dia (OD) Pipe
83.73
13899
166
... More
160 mm dia (OD) Pipe
26.8
4448
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
135
684045
5067
... More
150 mm dia
2
14974
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
137
1642630
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
68385
25986
0.38
... More
Add GST @ 18%
1
6577150
6577150.09
... More
Add labour welfare cess @ 1%
1
431168
431168.73
... More
DI-K7 and MS pipes Laying in Distribution system Zone 3
-
-
-
... 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
2152.5
154980
72
... More
150 mm dia Pipe
857.5
96040
112
... More
200 mm dia Pipe
822.5
111860
136
... More
250 mm dia Pipe
187.5
30750
164
... More
300 mm dia Pipe
35
6720
192
... 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
2175
7242
3.33
... More
150 mm dia Pipe
865
3633
4.2
... More
200 mm dia Pipe
830
4656
5.61
... More
250 mm dia Pipe
190
1265
6.66
... More
300 mm dia Pipe
35
252
7.22
... 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
2175
2044
0.94
... More
150 mm dia Pipe
865
1332
1.54
... More
200 mm dia Pipe
830
1975
2.38
... More
250 mm dia Pipe
190
659
3.47
... More
300 mm dia Pipe
35
168
4.8
... 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
22
2398
109
... More
b) 150mm.dia.to 200mm.dia pipe
17
2397
141
... More
c) 250mm.dia.to 350mm.dia pipe
2
526
263
... 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
44
3608
82
... More
150 mm dia Pipe
18
1944
108
... More
200 mm dia Pipe
16
1808
113
... More
250 mm dia Pipe
4
480
120
... 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
10
1820
182
... More
150 mm dia Pipe
4
880
220
... More
200 mm dia Pipe
4
948
237
... More
250 mm dia Pipe
2
658
329
... 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. ( x 13.8) = Kg
124.2
15897
128
... More
150 mm dia. ( x 19.5) = Kg
156
19968
128
... More
200 mm dia. ( x 27.0) + ( x 31.5) + ( x 37.5) = Kg
96
12288
128
... More
250 mm dia. ( x 48.0) + ( x 45.0) + ( x 36.0) = Kg
48
6144
128
... More
300 mm dia. ( x 62.0) + ( x 49.0) = Kg
173
22144
128
... More
b) double socketed bend, 100 mm dia. to 300 mm. dia.
100 mm dia. ( x 9.2) + ( x 7.9) + ( x 7.3) = Kg
219.6
27450
125
... More
150 mm dia. ( x 16.8) + ( x 13.5) + ( x 12.0) = Kg
338.4
42300
125
... More
200 mm dia. ( x 28.0) + ( x 22.0) + ( x 18.8) = Kg
137.6
17200
125
... More
300 mm dia. ( x 63.5) + ( x 49.0) + ( x 41.0) = Kg
217
27125
125
... More
c) Tail piece, 100 mm dia. to 300 mm. dia.100 mm dia. ( x 8.7) + ( x 9.7) = Kg
55.2
7948
144
... More
150 mm dia. ( x 13.6) + ( x 15.6) = Kg
87.6
12614
144
... More
200 mm dia. ( x 19.7) + ( x 22.5) = Kg
42.2
6076
144
... More
250 mm dia. ( x 27.5) + ( x 31.5) = Kg
59
8496
144
... More
300 mm dia. ( x 38.0) + ( x 42.0) = 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
4
20268
5067
... More
150 mm dia
2
14974
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
6
71940
11990
... More
ii) 200 mm dia pipe
2
30388
15194
... More
Construction of Thrust Block, 300 mm dia Pipe
4
35249
8812.29
... 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 3114 : 2004 , P-1, Cl-3.2)
100 mm dia Pipe ( x x 0.075) =
85.64
87609
1023
... More
150 mm dia Pipe ( x x 0.075) =
35.58
36398
1023
... More
200 mm dia Pipe ( x x 0.075) =
38.91
39804
1023
... More
250 mm dia Pipe ( x x 0.075) =
9.62
9841
1023
... More
300 mm dia Pipe ( x x 0.075) =
0.56
572
1023
... 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. 100 mm dia Pipe
85.64
14216
166
... More
150 mm dia Pipe
35.58
5906
166
... More
200 mm dia Pipe
38.91
6459
166
... More
250 mm dia Pipe
9.62
1596
166
... More
300 mm dia Pipe
0.56
92
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.
4095
1556
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. (Applicable where critical situation arise and take up the work as per direction of EIC) 1% of Total Length on one Sides
40.95
4832
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 )
1.15
6872
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 )
9.21
1888
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)
0.07
4253
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)
1.54
7576
4919.86
... More
Laying Cost of M.S pipe , Consider 1% of Pipe Length
100 mm dia Pipe
22.5
8077
359
... More
150 mm dia Pipe
7.5
4232
564.38
... More
200 mm dia Pipe
7.5
6971
929.52
... More
250 mm dia Pipe
2.5
2795
1118.23
... More
Add 18% GST
1
203783
203783.69
... More
Add Cess @1%
1
13359
13359.15
... 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% GST100 mm dia Pipe
2152.5
2770267
1287
... More
150 mm dia Pipe
857.5
1593235
1858
... More
200 mm dia Pipe
822.5
1946857
2367
... More
250 mm dia Pipe
187.5
584625
3118
... More
300 mm dia Pipe
35
138040
3944
... More
Supply of M.S pipe Including Coating
including 18% G.S.T , 100 mm dia Pipe
22.5
38523
1712.14
... More
150 mm dia Pipe
7.5
18788
2505.19
... More
200 mm dia Pipe
7.5
28594
3812.56
... More
250 mm dia Pipe
2.5
10996
4398.5
... More
Add Cess @ 1%
1
71299
71299.28
... More
Survey, designed & drawing ,Supplying and laying of M.S. Conduit 350mm dia. (internal) 8mm thick as casing pipe and 250mm dia (internal) 8 mm thick M.S.. carrier pipe by Guided Auger Boring method with necessary pit arranged of pipe line by connecting with the proposed 250mm dia DI K-7 Distribution pipe line on both sides including necessary permanent road restoration and by supplying all materials as requried Across and underneath the SH for the Distribution Pipe in Zone - 3 near Islampur Crane Service (26°16'3.75"N, 88°11'52.61"E)
-
-
-
... More
Installation of product pipe by Guided Auger Boring method including making of entry and exit pits all related civil works like excavation, shoring / strutting etc shieded excavation, through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below GL ( upto 100 meter installation length).
400 mm dia. In Sandy soil
20
513367
25668.35
... More
Supply of M.S Casing pipe Including Coating (400mm dia)
excluding 18% G.S.T
20
127017
6350.88
... More
Supply of M.S Carrier pipe Including Coating (250mm dia)
excluding 18% G.S.T
30
111826
3727.54
... 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). 250 mm dia
30
199
6.66
... More
Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in-Charge.i) 5mm to 8mm thick plate.
10.03
2135
213
... More
Field welding of M.S. plates by means of electric arc welding as per relevant I.S. specification using standard electrodes including edge preparation and charges of deploy-ment of electric generator set with fuel, lubricant and all other tools and plants all complete as per speci-fication and direction of the Engineer-in-Charge. i) Throat thickness 8 mm.for 250 mm MS Pipe
10.03
13628
1359
... More
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.
1
15691
15691
... More
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 providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in- Charge. [The rate Includes cost of flange joints] 80 mm dia
1
696
696
... More
Supply of M.S. Flange (slipper type) as per IS-6392 TABLE 17 Thickness -20mm -22mm 80 mm dia.
2
968
484
... More
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC.
1
4224
4224
... More
Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevent IS Specification (heavy quality) having wall thickness not less than 5 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] 80 mm dia.
5
4182
836.4
... More
Providing and placing fine sand to outer annular space between 400 mm. dia M.S. pipe, 250 mm dia M.S. Pipe and all complete as per specification and direction of the Engineer-in-charge.
20
682
34.12
... More
Add GST @ 18%
1
143031
143031.24
... More
Add Cess @ 1%
1
9376
9376.49
... More
M.S. Pipe Carrying Bridge Work For Distributation At Zone - 3
-
-
-
... 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-3, Ward-8) LAT:-26°15'37.65"N LON:-88°12'15.95"E near ISLAMPUR FILLING POINT.
90
5364000
59600
... More
Add 18% GST
1
965520
965520
... More
Add Cess @ 1%
1
63295
63295.2
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