Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date3 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 4,51,21,658
Costs
EMD
₹ 9,02,433Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_778042_1Tender No
16/AMRUT 2.0/SE (CC)/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
f) 160mm(OD)
1640
911
1494040
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)
36380
3
137516.4
e) 140mm(OD)
2295
4
9730.8
f) 160mm(OD)
1640
4
7839.2
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)
36380
1
39290.4
e) 140mm(OD)
2295
1
3304.8
f) 160mm(OD)
1640
1
2837.2
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
2418.9
118
285430.2
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 160 mm dia
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
53.77
1023
55006.71
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, 140 mm and 160 mm dia
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
552.97
939
519238.83
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, 140 mm and 160 mm dia
Total = (pi()/4x d^2 x L) + Road dismantling qnty.
1020.75
166
169444.5
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
73
5067
369891
150 mm dia
8
7487
59896
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
81
11990
971190
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
40315
-
15319.7
Add GST @ 18%
1
4016427
4016427.43
Add labour welfare cess @ 1%
1
263299
263299.13
DI-K7 pipes Laying in Distribution system for Proposed water supply scheme at Zone-4
-
-
-
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. 200 mm dia Pipe
3460
136
470560
250 mm dia Pipe
515
164
84460
300 mm dia Pipe
277.5
192
53280
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). 200 mm dia Pipe
3495
5
19606.95
250 mm dia Pipe
520
6
3463.2
300 mm dia Pipe
280
7
2021.6
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).200 mm dia Pipe
3495
2
8318.1
250 mm dia Pipe
520
3
1804.4
300 mm dia Pipe
280
4
1344
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. 200 mm dia Pipe
699
51
35649
250 mm dia Pipe
104
64
6656
300 mm dia Pipe
62
76
4712
Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] 200 mm dia Pipe
70
77
5390
250 mm dia Pipe
10
98
980
300 mm dia Pipe
12
131
1572
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. b) 150mm.dia.to 200mm.dia pipe
35
141
4935
c) 250mm.dia.to 350mm.dia pipe
16
263
4208
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.200 mm dia Pipe
70
113
7910
250 mm dia Pipe
10
120
1200
300 mm dia Pipe
12
160
1920
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) 200 mm dia Pipe
28
237
6636
250 mm dia Pipe
4
329
1316
300 mm dia Pipe
2
351
702
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.
974
128
124672
b) Double socketed bend, 100 mm dia. to 300 mm. dia.
3084.5
125
385562.5
c) Tail piece
100 mm dia. to 300 mm. dia.
826.8
144
119059.2
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
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. 200 mm dia
7
14769
103383
250 mm dia
1
20429
20429
300 mm dia
1
24205
24205
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
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
1
11990
11990
ii) 200 mm dia pipe
7
15194
106358
iii) 250 mm to350 mm dia pipe
2
18881
37762
Construction of Thrust Block, 300 mm dia Pipe
8
5040
40326.72
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 200 & 250 mm dia
(width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2)
98.75
1023
101021.25
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 200 mm and 300 mm dia
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
165.24
939
155160.36
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. 200 mm to 300 mm dia Pipe
453.3
166
75247.8
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.
4295
-
1632.1
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
257.7
118
30408.6
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
1.21
5750
6957.71
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
9.66
205
1980.3
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-
0.08
61639
4931.19
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
1.61
4919
7920.97
Laying Cost of M.S pipe , 200 mm dia Pipe
35
948
33199.25
250 mm dia Pipe
5
1139
5699.85
300 mm dia Pipe
2.5
1782
4455.65
Add GST @ 18%
1
387165
387165.91
Add labour welfare cess @ 1%
1
25380
25380.88
Supply Cost of DI-K7 & M.S Pipe
-
-
-
Supply & Delivery (at Site) of DI K-7 Pipes conforming to I.S-8329:2000.
Included 18% GST200 mm dia Pipe
3460
2367
8189820
250 mm dia Pipe
515
3118
1605770
300 mm dia Pipe
277.5
3944
1094460
Supply of M.S pipe Including Coating
including 18% G.S.T200 mm dia Pipe
35
3812
133439.6
250 mm dia Pipe
5
4398
21992.5
300 mm dia Pipe
2.5
5714
14286.23
Add labour welfare cess @ 1%
1
110597
110597.68
M.S. Pipe Carrying Bridge Work For Distributation At Zone -4
-
-
-
Cost of 20 Mtr. Length Pipe Carrying Bridge for Culvert Crossing.
(Zone-4) LAT:-25°22'0.46"N 88°22'59.45"E near Amai.
L-20 Mtr. X W-1.5 Mtr.
30
59600
1788000
Cost of 25 Mtr. Length Pipe Carrying Bridge for Culvert Crossing.
(Zone-4) LAT:-25°22'24.29"N 88°23'36.12"E near Amai.
L-25 Mtr. X W-1.5 Mtr.
37.5
59600
2235000
Add GST @ 18%
1
724140
724140
Add labour welfare cess @ 1%
1
47471
47471.4
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