Municipal Corporation Tender
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Municipal Corporation - AMCA Tender
Eprocure
Opening Date
14 May 2019Closing Date
1 Jun 2019Tender Amount
₹ 2,19,42,920Costs
EMD
₹ 2,19,430Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_AMCA_440601_2Tender No
AMC/EE/WW/JAYKCIVIL/2019/351Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://aurangabadmahapalika.org/
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Documents
BOQ Items
Only M.S. Bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S 1139 Shall be used . Grade -II M.S. bars shall not be used
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Entire structure shall be in M-300 only
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The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.
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The G.S.R / sump above 15 lakhs litres capacity shall be in two compartment
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The job includes designing the structure for uplift pressure and dewatering if reuired during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer-in-charge. If uplifts considered in design ,then this rates shall be incresed by 7.5%
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G.S.R. outlet shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom .
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For pipe diameters upto 300mm only CI pipes and CI specials shall be used. for pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside
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Above rates are applicable for seismic zones 2,3 and 4
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A) Sump Capacity 1.3 ML
1
4794484
4794484
B) Pump house of appropriate size as per standards & specifications (10% of Sump rate)
1
479448
479448
MJP/DSR/2018-19/Page No 325 It No 1 (21)
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Part B - ESR above Sump.
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Designing RCC ESR of 21.25 lakh Lit. capacity with 19 mtr staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowening, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. giril GATE OF 2 m Height with locking arrangement of approved design, Providing and applying three coats of Acrylic emulsion with silicom additives to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer in chagrge
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Notes
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The design of the structure be in accordance with relevant I.S. specification (1.8. 3370 - 1965 or revised.)
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The design shall satisfy the stipulations as per 1.5. 1893 - 1984 and 1.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
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For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
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Plain round mild steel bars grade-1 conforming to I.S. 432 part-I or high yield strength deformed bars conforming to 1.5. 1786 or 1.5. 1139 shall be used, grade-11 mild steel bars will not be allowed.
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Irrespective of the type of foundation Irroposed in the design, one set of bracing be provided at the ground level.
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These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
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Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-250 .Structures in contact with water shall be designed & casted in M-300
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These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition.
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All conditions given in the Member Secretary's Circular No. MJP / TS-1 / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
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75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
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The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
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For ESR upto 500 cum capacity C.l. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
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Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
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The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.
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The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below :
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12 to 16 M staging - 2% per metre
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16 to 20 M staging - 3% per metre
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20 M and above - 4% per metre
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For 17 M staging height, percentage calculation will be like below :
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2 to 16 M --- 4 x 2 = 8%
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16 & 17 M --- 1 x 3% = 3% Total = 11%
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For 21 M staging height, percentage calculation will be like below :
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12 to 16 M --- 4 x 2 = 8%
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16 to 20 M --- 4 x 3% = 12%
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20&21 M --- 1 x 4% = 4% Total = 24%
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ESR Capacity 21.25 Lakh Ltr
1
11072348
11072348
MJP/DSR/2018-19/Page No 329 It No 1 (28)
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Providing and supplying ISI welded CI Double flanged pipes including alll taxes, insurance, railway freight, unloading from railway wagon, loading into truck, transport to departmental stores/site, unloading, starcking etc complete.
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For 400 mm dia (inlet pipe)
28
349728
12490.3
For 500 mm dia (outlet pipe)
44
774490
17602.06
For 450 mm dia (overflow pipe)
28
419938
14997.8
For 400 mm dia (drain pipe)
20
249806
12490.3
MJP/DSR/2018-19/Pg No 36 It No 1
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Manufacturing providing and supplying spirally welded/ERW /SAW/ fabricated M.S. Pipes (commercial quality) including procurements of plates, gas cutting to required size, rolling, tack welding, assembling in suitable lenghts to form pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all taxes ( central and local) , railway freight, insurance,unloading from railway wagon ,loading into truck,transport to stores / site , unloading, stacking, etc. complete as per IS- 3589 And IS-5504 as applicable as per specification ( no negative tolerance in thickness is permissible)
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A) 500 mm Dia ID & 10 mm Thick
60
437740
7295.68
B) 300 mm Dia ID & 10 mm thick
30
133056
4435.2
C) 200 mm dia ID & 10 mm thick
18
54069
3003.84
MJP/DSR/2018-19/Pg No 254 It No 2 (a,c,g)
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Providing supplying ISI standard Ci flanged/s & s Specials including all taxes( central and local),railway frieght, insurance, octrai, inspection, transportation to site etc. comp. Specials above 300 mm Dia
3026.77
216958
71.68
MJP/DSR/2018-19/Pg No 63 It No 6 (c)
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Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside surface including all taxes (Central and local), octroi, inspection charges, transportation to stores/site and stackding, etc. complete. Plain ended specials or plain ended branch flanged specials of all diameters.
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Plain ended specials
450
33264
73.92
Flanges for Valves
200
15232
76.16
MJP/DSR/2018-19/Pg No 63 It No 7 (b,e)
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Providing supplying CI Mechanical compresson collar coupling with rubber gasket of SBR Nut bolt with hydrualic testing including all taxes, octri, inspection, transportation to site etc. comp
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500 mm dia
6
64142
10690.4
450 mm dia
4
29337
7334.25
400 mm dia
2
13935
6967.52
300 MM dia
8
29057
3632.16
200 mm dia
6
10624
1770.72
MJP/DSR/2018-19/Pg No 235 It No 2
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Providing double flanged sluice valves confirming to IS 2906/14846 including worm gear arrangments as per test pressure s s spindle, caps, including all taxes, transporation etc comp.
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500 mm dia PN - 1.6 Without Byepass
3
390351
130117.12
450 mm dia PN - 1.6 Without Byepass
1
103680
103680.64
400 mm dia PN - 1.6 Without Byepass
2
167802
83901.44
300 mm dia PN - 1.6 Without Byepass
4
173617
43404.48
200 mm dia PN - 1.6 Without Byepass
3
66316
22105.44
MJP/DSR/2018-19/Pg No 210 It No 2
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Gas cutting either square cut or V cut pipes, plates, etc comp.
Above 5 mm up to 10 mm
42
5503
131.04
MJP/DSR/2018-19/Pg No 285 It No 12
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Welding in all position with required number of runs, for MS pipes internally and / or externally including gauging wherever necessary --- etc comp. butt joint, thikness 10 mm
42
52186
1242.54
MJP/DSR/2018-19/Pg No 280 It No 7
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Cutting & champhering of pipes of following diameters including cost of all materials and labour involved
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500 mm Dia
8
2405
300.69
300 mm Dia
8
1329
166.14
200 mm Dia
6
589
98.28
MJP/DSR/2018-19/Pg No 228 It No 20
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Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding back filling etc complete
89.1
14594
163.8
MJP/DSR/2018-19/Pg No 34 It No 1
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Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding back filling etc complete
29.7
5455
183.69
MJP/DSR/2018-19/Pg No 34 It No 2
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Excavation for foundation/pipe trenches in Muddy / marshy / slushy including use of Poclain Removing the excavated material upto a distance of 50 meter beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc complete by all means.
59.4
22864
384.93
MJP/DSR/2018-19/Pg No 35 It No 8
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Dewatering the excavated trenched and pools of water in the building trenches /pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc complete.
1200
82836
69.03
MJP/DSR/2018-19/Pg No 36 It No 13
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Lowering Laying in position to correct line and level , M S pipes with/ without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting whenever required, assembling, tack welding and transportion within 500 m etc comp as specified.
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500 mm dia 10 mm thick
60
36995
616.59
300 mm dia 10 mm thick
30
18500
616.69
200 mm dia 10 mm thick
18
9455
525.33
MJP/DSR/2018-19/Pg No 272 It No 3
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Making cross connection to existing distribution main of any teype including excavation, breaking and removidng existing pipes, lowering, laying of specials and pipes in their position, refiling, closing the water supply in that area, dewatering and restarting the water supply, etc. compete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes. valves and specials will be supplied free of cost at stores.)
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500 mm dia
5
44278
8855.73
300 mm dia
5
21855
4371.12
MJP/DSR/2018-19/Pg No 47 It No 10
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Lowering ,laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing,etc. complete
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500 mm dia PN - 1.0 Without Byepass
5
44448
8889.66
450 mm dia PN - 1.6 Without Byepass
1
8585
8585.46
400 mm dia PN - 1.6 Without Byepass
2
14430
7215.39
300 mm dia PN - 1.0 Without Byepass
6
29118
4853.16
200 mm dia PN - 1.0 Without Byepass
3
10772
3590.73
MJP/DSR/2018-19/Pg No 214 It No 4
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Providing & constructing BB masonary Valve chamber with 15 cm thick 1:2:4 proportion pcc bedding, excluding excavation. BB masonary in CM 1:5 proprotion , precast RCC frame & cover etc comp as directed by Engineer in charge.
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Size 1.5 X 1.5 X1.5 mtr
12
279480
23290.02
MJP/DSR/2018-19/Pg No 214 It No 4
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Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete
178.2
13760
77.22
MJP/DSR/2018-19/Pg No 37 It No 15
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Providing and laying cement concrate M 20 for foundation, block with dewatering from work compaction curing finishing etc. comp
13.82
68276
4940.42
PWD/DSR/2017-18/SSR No 896 It No 24.1
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Providing and Supplying Kinetic Double Orifice type Air Valves as per MJP's standard specifications combianed with scrw down isolating valve, small orifice elasic ball resting on a gun metal orifce nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transporation departmental stores/ site, etc complete. including laying and lowering.
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Kinetic Air Valve Flanged
4
30864
7716.06
80 mm dia PN-1.0
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MJP/DSR/2018-19/Pg No 217 & 221 It No 6 & 10
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Add 5% for beautification work, providing comminuty services, security Services
1
1044901
1044901
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