Maharashtra Jeevan Pradhikaran Tender
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Maharashtra Jeevan Pradhikaran - MJP Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Dec 2024
Closing Date21 Jan 2025
Tender Amount₹ 1,43,94,471
Costs
EMD
₹ 1,07,960Document Cost
₹ 5,900Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_COJAL_1130140_1Tender No
E Tender Notice No.03_/2024-2025_1st_CallTender Authority
Maharashtra Jeevan Pradhikaran ViewPurchaser Address
-Website
http://https://water.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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b) Overflow Pipe - 150 mm DI DF Pipe
25
3718
92950
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c) Outlet Pipe - 150 mm DI DF Pipe
25
3718
92950
... More
d) Washout Pipe - 100 mm DI DF Pipe
5
2738
13690
... More
Item No. 3 :- 'Providing and supplying at site of ductile iron / spheroidial graphite (S.G.) iron D/F non rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr. 400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass, shaft of stainless steel 1.4021/ 1.4104, stem seals min 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostaically applied epoxy powder coated bule colour (suitable for drinking water ) as per DIN 30677-2 & GSK guideliness with a coating thickness of min.250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. Including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. a) 80 % after inspection & receipt of valves on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.' A)150 mm dia Sluice Valve PN - 1.0
3
16849
50547
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B)'100 mm dia Sluice Valve PN - 1.0
1
12079
12079
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Item No. 4 :-'Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc. 80 -300 mm Dia.
1000
153
153000
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Item No. 5 :-'Providing and supplying ISI standard M. S. specials of required thickness with 3 coats of approved make epoxy paint ( Shalimar , Ciba or Mahindra and Mahindra make ) fro inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect , inspection charges , transportation to stores / site .and stacking etc complete .Plain ended specials or Plain ended branch flanged specials of all diameters.
300
95
28500
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Sub work No.3 - RISING MAIN FROM PUMP HOUSE TO ESR CAP.2.00 LAKH ( 200 mm Dia. DI k-9 Pipe , L= 660 m ) Item No. 1 :- Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.
(IS:8329-2000 Latest Version) a) 80 % after inspection & receipt of pipe on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing. 200 mm dia.D.I. K-9 Pipe
660
2607
1720620
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Item No. 2 :- Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. a) 80 % after inspection & receipt of specials on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing. A) 200 mm dia. Flange socket
2
4560
9120
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B) 200 mm dia. Collars
10
6540
65400
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C) 200 mm dia. Double Socket Bend 90 Degree
5
5240
26200
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D) 200 mm dia.Double Socket 11.25 degree Bend
5
3895
19475
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Item No. 3 :- Providing and supplying at site of ductile iron / spheroidial graphite (S.G.) iron D/F non rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr. 400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass, shaft of stainless steel 1.4021/ 1.4104, stem seals min 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostaically applied epoxy powder coated bule colour (suitable for drinking water ) as per DIN 30677-2 & GSK guideliness with a coating thickness of min.250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. Including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete.Note - a) 80 % after inspection & receipt of valves on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.200 mm dia Sluice Valve PN -1.0
1
26741
26741
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Item No. 4 :- ' Excavation for foundation/Pipe trenches in earth, soils of all types, sand gravel and soft murrum,hard murrum & boulders , WBM Road,soft rock & old cement masonry, ashphalt road, hard rock & concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than by controlled blasting including trimming & levelling the bed, disposing of the excavated material by removing excavated material upto a distance of 50 M & lifts as below stacking & spreading as directed, normal dewatering, preparing the bed for foundation, & excluding backfilling etc. complete as directed by Engineer-in-charge.
673.2
709
477884.48
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Item No. 5 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction complete. Murrum available @ site
84.15
96
8128.89
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Item No. 6 :- Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete.
Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820. 200 mm dia DI K-9 Pipe
660
147
97020
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Item No. 7 :- 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, cincluding nut bolts and giving satisfactory hydraulic testing, etc.complete. 200 mm dia Sluice Valve PN -1.0
1
4368
4368
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Item No. 8 :- Providing and contstructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding , excluding excavation B.B. masonary in C.M. 1:5 proportion with precast RCC frame and covers etc complete as directed by Engineer-in-charge ( with precast RCC Covers)Clear Size 1.50 x1.50 x 1.50 M.
1
29115
29115.45
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Item No. 9 :- Providing and laying in situ following grades of C.C. of trap/ granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing, finishing etc.complete. PCC M150
7.5
6175
46312.88
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Item No. 10 :- 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.
575.27
96
55571.08
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Item No. 11 :-Providing, laying, spreading and compacting stone aggregates of 'specific sizes to water bound macadam specification including 'spreading in uniform thickness, hand packing to proper grade and 'camber, applying and brooming requisite type of screening/ binding 'Materials to fill up the interstices of coarse aggregate, watering and 'compacting with Vibratory roller. to the required density. By 'Mechanical Means - Grading I (Using Screening Type A (13.2) mm 'Aggregate)
25.5
2328
59386.95
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Item No. 12 :- Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.
200 mm dia.D.I. K-9 Pipe
0.66
16375
10808.03
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Item No. 13 :- Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following 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 )200 mm Dia.
1
4596
4596.9
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Sub work No.4 - DISTRIBUTION SYSTEM - ( 110 -160 mm Dia. HDPE Pipe , L=3155 m ) Item No. 1 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151/ 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.A)160 mm dia.HDPE Pipe, 6 Kg/sqcm. PE-100
Note a) 80 % after inspection & receipt of pipes on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form.
800
711
568800
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B) 110 mm dia.HDPE Pipe, 6 Kg/sqcm. PE-100
2355
319
751245
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Item No. 2 :- Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. a) 80 % after inspection & receipt ofspecials on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.A) Coupler couplers 110mm
70
293
20510
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B)couplers 160mm
185
585
108225
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C) Equal tee 160 x 160mm
10
2439
24390
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D) Equal tee 110 x 110 mm
10
852
8520
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E) Elbow 90 deg. 110mm
40
679
27160
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F) Reducer 160 x 110 mm
20
1451
29020
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G) End cap 110mm
20
522
10440
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H) Electrofusion Reducing Tee EF red Tee 160 x 160 x 110mm
16
3961
63376
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I) Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint 110mm
12
516
6192
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J) Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint 160mm
12
1900
22800
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Item No. 3 :- Providing and supplying at site of ductile iron / spheroidial graphite (S.G.) iron D/F non rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr. 400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass, shaft of stainless steel 1.4021/ 1.4104, stem seals min 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostaically applied epoxy powder coated bule colour (suitable for drinking water ) as per DIN 30677-2 & GSK guideliness with a coating thickness of min.250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. Including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. a) 80 % after inspection & receipt of valves on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.A) 150 mm dia Sluice Valve PN - 1.0
4
16849
67396
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B)100 mm dia Sluice Valve PN - 1.0
4
12079
48316
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Item No.4 :- Excavation for foundation/Pipe trenches in earth, soils of all types, sand gravel and soft murrum,hard murrum & boulders , WBM Road,soft rock & old cement masonry, ashphalt road, hard rock & concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than by controlled blasting including trimming & levelling the bed, disposing of the excavated material by removing excavated material upto a distance of 50 M & lifts as below stacking & spreading as directed, normal dewatering, preparing the bed for foundation, & excluding backfilling etc. complete as directed by Engineer-in-charge.
2721.19
732
1994196.88
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Item No.5 :-'Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction complete.Murrum available @ site
354.94
96
34287.2
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Item no. 6 Lowering, Laying and Jointing H.D.P.E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II A) 160 mm dia.HDPE Pipe, 6 Kg/sqcm.
800
136
109200
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B)110 mm dia.HDPE Pipe, 6 Kg/sqcm.
2355
81
192874.5
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Item No.7 :-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, cincluding nut bolts and giving satisfactory hydraulic testing, etc.complete. A) 150 mm dia Sluice Valve
4
4197
16791.6
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B) 100 mm dia Sluice Valve
4
2672
10689
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Item No.8 :-'Providing and fixing C.I. Road boxes, including loading, unloading and carting to site of work including all necessary excavation in all types of strats and fixing in murum packing etc. complete.225 X 300 mm ( 40 kg)
8
3578
28627.2
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Item No. 09 :- Providing and fixing on walls/ceiling/floor 32 mm dia.CPVC pipe with necessary fittings, remaking good the demolished portion etc.complete.Including removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed etc. Complete a) 80 % after inspection & receipt of pipes on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.
5000
452
2262750
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Item No. 10 :- Providing and fixing on walls/ceiling/floor 15mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. a) 80 % after inspection & receipt of pipes on site. b) 10 % after Lowering and Laying c) 10 % after successful hydraulic testing.
1500
279
418950
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Item No.11 :-'Providing and laying in situ following grades of C.C. of trap/ granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing, finishing etc.complete.PCC M150
7.5
6175
46312.88
... More
Item No.12 :-'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.
2352.67
96
227267.54
... More
Item No.13 :-'Disposing of excavated stuff from site of work to any place which is within a lead of 2 Kms as directed by Engineer in charge
13.08
414
5414.97
... More
ITEM NO.14 :- Providing, laying, spreading and compacting stone aggregates of 'specific sizes to water bound macadam specification including 'spreading in uniform thickness, hand packing to proper grade and 'camber, applying and brooming requisite type of screening/ binding 'Materials to fill up the interstices of coarse aggregate, watering and 'compacting with Vibratory roller. to the required density. By 'Mechanical Means - Grading I (Using Screening Type A (13.2) mm 'Aggregate)
75
2328
174667.5
... More
ITEM NO. 15 : Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.A) 160 mm dia.HDPE Pipe, 6 Kg/sqcm.
0.8
14585
11668.44
... More
B) 110 mm dia.HDPE Pipe, 6 Kg/sqcm.
2.36
8751
20654.13
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