Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 Jan 2025
Closing Soon15 Feb 2025
Tender Amount₹ 4,42,05,975
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder includes completion of a similar nature of work with a value of at least 30% of the estimated amount put to tender within the last 5 years. Alternatively, the bidder can have completion of 2 similar nature of works, each with a minimum value of 25% of the estimated amount put to tender during the last 5 years. Another option is to have one single running work of a similar nature that has been completed to the extent of 75% or more, with a value not less than 30% of the estimated amount put to tender. The value and percentage of similar works completed are: - 30% of the estimated amount put to tender (for a single work)
- 25% of the estimated amount put to tender (for each of the 2 works)
- 75% completion of a single running work, with a value not less than 30% of the estimated amount put to tender. The bidder should produce credentials of completed or running work, which should be certified by the concerned Executive Engineer or equivalent competent authority. The certificate should contain details such as the name of the work, estimated amount, tendered amount, value of executed work, and date of completion. Additionally, the bidder is required to submit credentials of the applied work, including Work Order, Completion Certificate, and BoQ (Bill of Quantities) legible documents to support their credentials. The bidder should have experience and technical acumen in Laying of water supply Pipes with supplying Pipes, Specials and Valves.
Costs
EMD
₹ 8,84,120Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAD_804834_2Tender No
16/AMRUT 2.0/SE (CC)/2024-25(2nd Call)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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)
26820
3
101379.6
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e) 140mm(OD)
1855
4
7865.2
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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
c)110 mm (OD)
26820
1
28965.6
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e) 140mm(OD)
1855
1
2671.2
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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) Total Length on both Sides
1720.5
118
203019
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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. For 110 mm and 140 mm dia
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
67.95
1023
69512.85
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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.For 110 mm and 140 mm dia
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
588.75
939
552836.25
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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.For 110 mm and 140 mm dia
940.14
166
156063.24
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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. 100 mm dia
54
5067
273618
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150 mm dia
4
7487
29948
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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
58
11990
695420
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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.B) For UPVC/HDPE Pipe
28675
-
10896.5
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Add GST @ 18%
1
2816601
2816601.38
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Add labour welfare cess @ 1%
1
184643
184643.87
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DI-K7 pipes Laying in Distribution system for Proposed water supply scheme at Zone-5
-
-
-
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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
1247.5
72
89820
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150 mm dia Pipe
1657.5
112
185640
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200 mm dia Pipe
1827.5
136
248540
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250 mm dia Pipe
1045
164
171380
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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
1260
3
4195.8
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150 mm dia Pipe
1675
4
7035
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200 mm dia Pipe
1845
5
10350.45
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250 mm dia Pipe
1055
6
7026.3
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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
1260
-
1184.4
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150 mm dia Pipe
1675
1
2579.5
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200 mm dia Pipe
1845
2
4391.1
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250 mm dia Pipe
1055
3
3660.85
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Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. 100 mm dia Pipe
251
20
5020
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150 mm dia Pipe
335
38
12730
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200 mm dia Pipe
368
51
18768
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250 mm dia Pipe
210
64
13440
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Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] 100 mm dia Pipe
24
39
936
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150 mm dia Pipe
34
50
1700
... More
200 mm dia Pipe
36
77
2772
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250 mm dia Pipe
20
98
1960
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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. a) 80mm.dia. to 125mm.dia pipe
13
109
1417
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b) 150mm.dia.to 200mm.dia pipe
36
141
5076
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c) 250mm.dia.to 350mm.dia pipe
11
263
2893
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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. 100 mm dia Pipe
26
82
2132
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150 mm dia Pipe
34
108
3672
... More
200 mm dia Pipe
38
113
4294
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250 mm dia Pipe
22
120
2640
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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)100 mm dia Pipe
10
182
1820
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150 mm dia Pipe
14
220
3080
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200 mm dia Pipe
16
237
3792
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250 mm dia Pipe
8
329
2632
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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) a) All socket Tee 100 mm dia. to 300 mm. dia.
1179.9
128
151027.2
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b) double socketed bend, 100 mm dia. to 300 mm. dia.
3016.7
125
377087.5
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c) Tail piece
100 mm dia. to 300 mm. dia.
847.5
144
122040
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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
1
15691
15691
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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. 100 mm dia
2
5067
10134
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150 mm dia
3
7487
22461
... More
200 mm dia
4
14769
59076
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250 mm dia
2
20429
40858
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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
1
4224
4224
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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
6
11990
71940
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ii) 200 mm dia pipe
4
15194
60776
... More
iii) 250 mm to350 mm dia pipe
2
18881
37762
... 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. for 100 mm dia to 250 mm dia (width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2)
370.44
1023
378960.12
... 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. for 150 mm dia to 250 mm dia (width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
16.44
939
15437.16
... 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. for 100 mm dia to 250 mm dia
572.3
166
95001.8
... 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.
5835
-
2217.3
... 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) Total Length on both Sides
350.1
118
41311.8
... 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
1.64
5750
9430.28
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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
13.13
205
2691.65
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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.Taking Consideration for Damage Structure-
0.1
61639
6163.99
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Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
2.19
4919
10774.49
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Laying Cost of M.S pipe 100 mm dia Pipe
12.5
365
4569
... More
150 mm dia Pipe
17.5
575
10066.88
... More
200 mm dia Pipe
17.5
948
16599.63
... More
250 mm dia Pipe
10
1139
11399.7
... More
Add GST @ 18%
1
432770
432770.02
... More
Add labour welfare cess @ 1%
1
28370
28370.48
... More
Supply Cost of DI-K7 & M.S Pipe
-
-
-
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Supply & Delivery (at Site) of DI K-7 Pipes conforming to I.S-8329:2000.
Included 18% GST100 mm dia Pipe
1247.5
1287
1605532.5
... More
150 mm dia Pipe
1657.5
1858
3079635
... More
200 mm dia Pipe
1827.5
2367
4325692.5
... More
250 mm dia Pipe
1045
3118
3258310
... More
Supply of M.S pipe Including Coating
including 18% G.S.T, 100 mm dia Pipe
12.5
1712
21401.75
... More
150 mm dia Pipe
17.5
2505
43840.83
... More
200 mm dia Pipe
17.5
3812
66719.8
... More
250 mm dia Pipe
10
4398
43985
... More
Add labour welfare cess @ 1%
1
124451
124451.17
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M.S. Pipe Carrying Bridge Work For Distributation At Zone -5
-
-
-
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Cost of 30 Mtr. Length Pipe Carrying Bridge for Culvert crossing.
(Zone-5) LAT:-25°23'10.67"N 88°23'19.20"E Near Bridge Kali Mondir.
L-30 Mtr. X W-1.5 Mtr.
45
59600
2682000
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Cost of 30 Mtr. Length Pipe Carrying Bridge for Culvert crossing.
(Zone-5) LAT:-25°22'24.80"N 88°22'0.35"E Near Netaji Club (Hili Balurghat Hwy).
L-30 Mtr. X W-1.5 Mtr.
45
59600
2682000
... More
Cost of 35 Mtr. Length Pipe Carrying Bridge for canal crossing.
(Zone-5) LAT:-25°23'22.69"N 88°22'59.57"E near Sarai (Hili Balurghat Hwy).
L-35 Mtr. X W-1.5 Mtr.
52.5
59600
3129000
... More
Add GST @ 18%
1
1528740
1528740
... More
Add labour welfare cess @ 1%
1
100217
100217.4
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