Public Health Engineering Department Tender
Know all about the latest MP tenders along with the tender details and downloadable document on BidAssist. Here, on this page, we shall help you search for every MPtender posted on the official website of mptenders.gov.in according to authority, district, etc. Be it an irrigation tender or MP PWD tender, and we will tell you how to bid for these and more.
Public Health Engineering Department - PHED Tender
Eprocure
Opening Date16 Nov 2020
Closing Date1 Dec 2020
Tender Amount₹ 4,05,73,965
Costs
EMD
₹ 4,05,740Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PHED_114018_1Bid Award Id
ViewTender No
NIT No. 18/ PHED/2020-21/Agar Dated 11/11/2020Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR.Item.no. 16.6-P.no.208
4342.5
-
255
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 110 mm dia HDPE 6 Kg/cm²
8800
-
388
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 110 mm dia HDPE 10 Kg/cm²
1000
-
518
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 90 mm dia HDPE 6 Kg/cm²
15350
-
232
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 90 mm dia HDPE 10 Kg/cm²
3800
-
353
Providing and laying HDPE Bend 90º confirming to IS specifications. USOR.Item.no.9.2 -P.no.121 110 mm - 6 Kg / cm²
70
-
264
Providing and laying HDPE Bend 90º confirming to IS specifications. USOR.Item.no.9.2 -P.no.121 90 mm - 6 Kg / cm²
133
-
199
Providing and laying Equal HDPE Tee confirming to IS specification USOR.Item.no.9.4 -P.no.123 110 mm - 6 Kg /cm²
58
-
439
Providing and laying Equal HDPE Tee confirming to IS specification USOR.Item.no.9.4 -P.no.123 90 mm - 6 Kg /cm²
115
-
300
Providing and laying HDPE Reducer: onfirming to IS specifications.USOR.Item.no. 9.6 -P.no.124 110 - 90 mm
92
-
127
Providing and laying HDPE End Cap confirming to IS specifications. USOR Item.no. 9.8 -P.no.124 90 mm - 6 Kg /cm²
91
-
105
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete USOR. Item.no.4.41-P.no. 71 80mm dia
85
-
6486
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete USOR. Item.no.4.41-P.no. 71 100mm dia
26
-
8717
Filling available excavated earth in trenches, lead up to 50m and lift upto 1.5 m in all kind of soil excluding watering and ramming. USOR. Item.no. 16.10b -P.no 208
14256.46
-
24
Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with properclamping of approved make.USOR.Item.no. 24.20.107 -P.no 267 4 Sq mm
2130
-
167
Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 17.38 New Item 50 mm dia, class medium with heavy duty seamless sockets
1530
-
285
Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 17.38 New Item 65 mm dia, class medium with heavy duty seamless sockets
50
-
370
Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification USOR. 17.18/228
13
-
13500
Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. 5-10 H.P. Head Mt.15-55, Discharge LPM 930-420 Headmake –Falcon ,Kirloskar, Texmo USOR. 24.20.13/268
13
-
23917
Supplying & Installation of Energy efficiant five star BEErating ISI Marked required capacity of Three Phase, 50 Hz,415V, deep well submersible pump Steel body, suitable for6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe andconnection cable. PHE USOR 24.20.106/267 10 H.P. with 20 stages, Head Mt. 184-80 DischargeLPM 60-270
7
-
68414
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate) M- 20USOR. 16.23(a)iiI/210
1068.5
-
5161
Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 90x60x100cm with -Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete.
106
-
5100
Provision for jointing of Rising Main to sump well / OHT and OHT to distribution pipe line with cost of material/ specials such as bends, MTA , FTA, Tee, Flange etc as per requirement of site with excavation, labour as per requirement complete as per approved specifications and as directed by Engineer incharge [ I-17.20/229]
3
-
4500
Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. For connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.
1219
-
2830
For connection with 20 mm dia MDPE pipe upto 5 meter and up to 10 meter CONCRETE ROAD CROSSING is necessary.
1136
-
3020
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter 75 KL 12 m staging height from GL :-
1
-
1377000
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter 100 KL 12 m staging height from GL :-
2
-
1458000
Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 26.2.1 20 Kilo Litres
3
-
289000
Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 26.2.1 40 Kilo Litres
1
-
385000
Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 26.2.1 30 Kilo Litres
1
-
325000
Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 26.2.1 50 Kilo Litres
2
-
405000
Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell. 26.3 New Item added 40 Kilo Litres and 50 kl
7
-
85000
Supply, delivery, erection and commissioning of the mico processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT. 10000 LPH capacity.
3
-
100800
Supply, delivery, erection and commissioning of the mico processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT. 15000 LPH capacity.
4
-
109001
Electrical Items 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area.
4.23
-
181418
11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP.
10
-
18996
11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line.
10
-
31573
11/0.4 KV out-door type transformer sub-station. 25 KVA on 140 kg. 8.0 meter long PCC Pole Including labour Complete. (Schedule Ref. E-1.1 of MPPKVVCL SOR 2019-20)
10
-
111144
L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger)
1.91
-
196211
Brick Masonary Boundry wall on open foundation and M S Gate SOR PWD (PIU) wef . 01.08 . 2014 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) - All kinds of soil SOR item 2.6/22
79.2
-
116.1
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. - Ordinary rock SOR item 2.7.1/22
19.8
-
182.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT) SOR item 5.16.6/68
2406.72
-
56.61
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 20 -Grade Concrete SOR item 5.2.1/65
33.57
-
4681.8
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. SOR item 5.9/66
134.4
-
240.3
Lintels, beams, girders, bressumers and cantilevers. - Coping sides SOR item 5.9/66
31.8
-
204.3
Foundations, footings, bases of columns, etc. for concrete up to plinth level.
SOR item 5.9.1/66
87.6
-
156.6
Columns, Pillars, Piers, Abutments, Posts and Struts.SOR item 5.9.6/66
74.52
-
320.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal size graded stone aggregate.Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
SOR item 4.1.1.4/45
43.53
-
3501
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate SOR item 4.2/45 M 20 - Grade concrete – Coping SOR item 4.2.1.2/45
3.18
-
4659.3
1Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand) SOR item 6.6.2/85
42.93
-
3915
12 mm cement plaster of mix : 1:6 (1 cement : 6 sand), SOR item 13.1.2/244
632.7
-
99
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
SOR item 13.55.1/250
645.3
-
78.3
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. SOR item 10.2/178
450
-
61.83
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. SOR item 13.69.1/252
13.5
-
69.3
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in charge . PWD (P.I.U.) SOR Item 11.75/210
675
-
527.4
Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete. PWD (P.I.U.) SOR Item 11.75/210
84
-
423.9
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.SOR item 2.25/26
73.35
-
64.8
Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below - 1. Three vertical support made out from 100 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4. 2.The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle. 3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge.
11
-
27000
Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . 90mm HDPE to 110mm HDPE
25
-
2025
Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . 110mm HDPE to 110mm HDPE
17
-
2250
Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . 90mm HDPE to 90mm HDPE
17
-
1800
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements