Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Dec 2023
Closing Date22 Jan 2024
Tender Amount₹ 83,61,791
Costs
EMD
₹ 1,67,236Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Laying Of Clear Water Rising Main
Description
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Contact
Tender Id
2023_MAD_633534_1Bid Award Id
ViewTender No
WBMAD/EE(EM)/NIeT-05/23-24 (2ndCall)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
300 mm dia Pipe
1580
303360
192
350 mm dia Pipe
1460
328500
225
450 mm dia Pipe
1500
445500
297
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
280
1176
4.2
200 mm dia Pipe
4488
25177
5.61
250 mm dia Pipe
360
2397
6.66
300 mm dia Pipe
1580
11407
7.22
350 mm dia Pipe
1460
11198
7.67
450 mm dia Pipe
1500
14145
9.43
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 powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfected 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).
150 mm dia Pipe
280
431
1.54
200 mm dia Pipe
4488
10681
2.38
250 mm dia Pipe
360
1249
3.47
300 mm dia Pipe
1580
7584
4.8
350 mm dia Pipe
1460
9285
6.36
450 mm dia Pipe
1500
15330
10.22
Excavation of trial pit (3mX1m depth upto 3.0m) for fixing main, wash out line etc. taking every precautions against damages of S.W. pipe, electrical cables, pipe line, gas main, sewer lines, telephone cables etc. as underground obstruction including 3.75mm thick timber shoring earth cutting, dewatering barricading and again backfilling etc. as per direction of the E.I.C.
12
22404
1867
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
125
4125
33
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).
(a) Depth upto 1.5 m
90
34740
386
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.
150 mm dia Pipe
62
2356
38
200 mm dia Pipe
988
50388
51
250 mm dia Pipe
80
5120
64
300 mm dia Pipe
348
26448
76
350 mm dia Pipe
322
24472
76
450 mm dia Pipe
330
37620
114
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
48
6768
141
c) 250mm.dia.to 350mm.dia pipe
34
8942
263
d) 400mm.dia.to 450mm.dia pipe
15
5775
385
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
6
648
108
200 mm dia Pipe
90
10170
113
250 mm dia Pipe
8
960
120
300 mm dia Pipe
32
5120
160
350 mm dia Pipe
30
5550
185
450 mm dia Pipe
30
8400
280
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).
150 mm dia Pipe
6
1320
220
200 mm dia Pipe
26
6162
237
300 mm dia Pipe
20
7020
351
All Types of 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) (No payment will be made without hydraulic test of the pipe line either part or full)
d) Flange Tee
418
62700
150
b) double socketed bend
100 mm dia. to 300 mm. dia.
2088
261000
125
b) double socketed bend
350mm to 450mm dia.
2757
424578
154
c) Tail piece
100 mm dia. to 300 mm. dia.
1365
196560
144
c) Tail piece
350mm to 450mm dia.
104
19240
185
a)All Socket Tee
100 mm dia. to 300 mm. dia.
310
39680
128
a)All Socket Tee
350mm to 450mm dia.
239
38001
159
e) Double Flanged Bend
100 mm dia. to 300 mm. dia.
1012
137632
136
e) Double Flanged Bend
350mm to 450mm dia.
60
9540
159
Supplying, fitting and fixing of C.I. Mechanical Compression Long Sleeve Collar Coupling (popularly known as Cut-N-Repair Coupling) suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) with BS:1211 Class-B Pipes. The Couplings will be supplied complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts . The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.
Diameter in mm with minimum barrel pipe length in mm
150mm dia with 300mm length
3
14472
4824
200mm dia with 300mm length
11
66473
6043
250mm dia with 300mm length
7
62608
8944
300mm dia with 300mm length
6
67284
11214
350mm dia with 400mm length
3
53169
17723
450mm dia with 400mm length
3
86415
28805
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
100 mm dia
4
83724
20931
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
2
14974
7487
200 mm dia
7
103383
14769
250 mm dia
3
61287
20429
300 mm dia
1
24205
24205
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.
350 mm dia
1
94478
94478
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC
4
16896
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
2
25298
12649
ii) 200 mm dia pipe
7
112315
16045
iii) 250 mm to350 mm dia pipe
5
99820
19964
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)
71.78
73430
1023
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)
900.56
845625
939
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.
1740.1
288856
166
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.
9668
3673
0.38
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)
193.36
22816
118
Earth work in excavation of foundation trenches or drains, in all sorts of
soil (including mixed soil but excluding laterite or sandstone) including
removing, spreading or stacking the spoils within a lead of 75 m. as
directed. The item includes necessary trimming the sides of trenches,
levelling, dressing and ramming the bottom, bailing out water as required
complete.
(a) Depth of excavation not exceeding 1,500 mm.
168
20037
11927
Ordinary Cement concrete (mix 1:2.4) with graded stone chips (20 mm nominal size) of Pakur variety excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
8.4
42350
5041.77
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) of Pakur variety excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
140
776105
5543.61
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
301.75
61858
205
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,For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel. (JSWL/JSPL/BMASL/ELECTROSTEEL/SSL/SRMB/SHYAM)
8.79
482728
54917.87
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
7.25
37359
5153.05
Filling in foundation or plinth by silver sand in
layers not exceeding 150 mm as directed and
consolidating the same by thorough saturation with
water, ramming complete including the cost of supply
of sand. (payment to be made on measurement of
finished quantity)
42
22827
54351
Add G.S.T @18%
7016102.71
1262898
0.18
Add L.W.Cess @1%
8279001.2
82790
0.01
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