Madhya Pradesh State Cooperative Housing Federation Limited 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.
Madhya Pradesh State Cooperative Housing Federation Limited Tender
Eprocure
Opening Date25 Aug 2020
Closing DateCancelled
Tender Amount₹ 89,73,000
Costs
EMD
₹ 89,730Document Cost
₹ 10,000Tender Fee
₹ 1,058
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_MSCHF_103405_1Bid Award Id
ViewTender No
Aws/Tech./2020/ 1314 Dated 24-8-20Tender Authority
Madhya Pradesh State Cooperative Housing Federation Limited ViewPurchaser Address
-Website
http://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
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.
167.81
-
64.8
Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing completeNote-maximum thickness of this layer to be provided shall be 20cm.
372.9
-
604.8
Preconstruction antitermite treatment to the building under construction by providing Stage 1: Treating the bottom and the sides (upto 30cm hight of the excavated trench @ 5 litter per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immdiate contact with the foundation structure treatment @ 7.5 litter per sqm. of the vertical surface of the substructure for each side. Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground alround the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Laying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to filled up soil within the plinth area before laying the subgrade for flooring.
252
-
122.4
Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
44.38
-
3427.2
Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.)
70.8
-
315.9
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
38.54
-
4581.9
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 :
16.25
-
4681.8
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.
92.18
-
4755.6
Foundations, footings, bases of columns, etc. for concrete up to plinth level.
79.14
-
156.6
Walls (any thickness) including attached pilasters butteresses, plinth beams andstring courses etc.up to plinth level.
243.59
-
240.3
Suspended floors, roofs, landings, balconies and access platform.
313.98
-
237.6
Lintels, beams, girders, bressumers and cantilevers.
223.84
-
204.3
Columns, Pillars, Piers, Abutments, Posts and Struts.
269.52
-
320.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire all wastages and lappages/overlaps (overlaps shall be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete.(Note: Spacer bars (chairs) shall be paid separately as shown in the drawings and as perdirection of engineer in charge.)
16166.01
-
60
Precast autoclaved aerated concrete (AAC) reinforced wall panels :- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 – 1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2). Wall panels shall have tonque and groove arrangement, jointed with polymer modified mortar as per ASTMC 1660-09 and galvanized iron connector/cleats, nails & screw and all accessories as per manufacture’s design, all reinforcement inside panels, as per manufactur’s design & spot welded as per ACI 523. 4R-09 and shall have anti corrosive protective coating as per IS:6441 (Part-4) shall be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti corrosive protective coating on reinforcement inside AAC wall panels etc. complete up to floor two level but does not include cost of reinforcement inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by rngineer-in-charge or his representative for which cost of sampels and testing charges shall be borne by the contractor . Cost of reinforcement inside AAC panels shall be paid separately.
47.34
-
5409
Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS : 12894, in super structure above plinth and upto floor two level with 2 nos. 8mm dia M.S. bars at every third course of brick masonry which shall be paid separately.
164.72
-
459
Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of half brick masonry.
164.72
-
114.3
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
9.27
-
2180.7
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
18.54
-
2013.3
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
27.81
-
360.9
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
606.15
-
90
Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete :
13
-
350.1
250x16 mm
3
-
293.4
Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete :
34
-
63.9
Providing and fixing ISI marked stainless steel door latches with screws etc. complete :
3
-
155.7
Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete :
34
-
54
Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.
13
-
92.7
Providing and Fixing factory made 100% solid wood plastic composite (WPC) door frames made from wood plastic composite (Single Extruded process) material with density 0.28 kg/cum and manufactured by an ISO: 9001‐2000 certified company. Water absorption no mere than 0.01% cum
90.25
-
806.85
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
79.2
-
714.38
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) :
202.73
-
688.5
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
39.21
-
668.7
Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
26.4
-
35.1
Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS : 15622 of approved make in all Colours shades, Except burgundy, Bottle green, Black, laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement : 3 sand) prepared same day when mortar is still green i.e. within 6 hours and jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.
113.1
-
644.4
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete.
30.63
-
579.6
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.
22.2
-
631.8
12 mm cement plaster of mix :
571.54
-
99
6 mm cement plaster of mix :
277.21
-
86.4
Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement : 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete.
375.46
-
282.6
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, Like birla white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.
848.74
-
66.6
New work (two or more coats) over and including water thinnable priming coat with cement primer.
848.74
-
54
Finishing walls with Acrylic Smooth exterior paint of required shade:
563.19
-
78.3
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
66.74
-
62.1
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand ormanufacture
40.41
-
63.9
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
404.1
-
360
With float glass panes of 4.0 mm thickness
34.35
-
764.1
Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.
200
-
621
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
100
-
380.7
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 :
17.9
-
4681.8
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.
99.56
-
4755.6
Suspended floors, roofs, landings, balconies and access platform.
305.53
-
237.6
Lintels, beams, girders, bressumers and cantilevers.
241.44
-
204.3
Columns, Pillars, Piers, Abutments, Posts and Struts.
181.04
-
320.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire all wastages and lappages/overlaps (overlaps shall be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete.(Note: Spacer bars (chairs) shall be paid separately as shown in the drawings and as perdirection of engineer in charge.)
14682.31
-
60
Precast autoclaved aerated concrete (AAC) reinforced wall panels :- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 – 1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2). Wall panels shall have tonque and groove arrangement, jointed with polymer modified mortar as per ASTMC 1660-09 and galvanized iron connector/cleats, nails & screw and all accessories as per manufacture’s design, all reinforcement inside panels, as per manufactur’s design & spot welded as per ACI 523. 4R-09 and shall have anti corrosive protective coating as per IS:6441 (Part-4) shall be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti corrosive protective coating on reinforcement inside AAC wall panels etc. complete up to floor two level but does not include cost of reinforcement inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by rngineer-in-charge or his representative for which cost of sampels and testing charges shall be borne by the contractor . Cost of reinforcement inside AAC panels shall be paid separately.
66.52
-
5409
Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS : 12894, in super structure above plinth and upto floor two level with 2 nos. 8mm dia M.S. bars at every third course of brick masonry which shall be paid separately.
164.72
-
459
Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of half brick masonry.
164.72
-
114.3
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
2.88
-
2180.7
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
10.71
-
2013.3
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
13.6
-
360.9
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
606.15
-
90
Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete :
13
-
350.1
250x16 mm
3
-
293.4
Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete :
34
-
63.9
Providing and fixing ISI marked stainless steel door latches with screws etc. complete :
3
-
155.7
Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete :
34
-
54
Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.
13
-
92.7
Providing and Fixing factory made 100% solid wood plastic composite (WPC) door frames made from wood plastic composite (Single Extruded process) material with density 0.28 kg/cum and manufactured by an ISO: 9001‐2000 certified company. Water absorption no mere than 0.01% cum
70
-
806.85
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
79.2
-
714.38
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) :
205.15
-
688.5
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
35.69
-
668.7
Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
26.4
-
35.1
Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS : 15622 of approved make in all Colours shades, Except burgundy, Bottle green, Black, laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement : 3 sand) prepared same day when mortar is still green i.e. within 6 hours and jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.
113.1
-
644.4
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete.
30.63
-
579.6
12 mm cement plaster of mix :
571.54
-
99
6 mm cement plaster of mix :
277.21
-
86.4
Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement : 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete.
375.46
-
282.6
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, Like birla white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.
848.74
-
66.6
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
848.74
-
54
Finishing walls with Acrylic Smooth exterior paint of required shade:
563.19
-
78.3
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
66.74
-
62.1
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand ormanufacture
40.41
-
63.9
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
404.1
-
360
With float glass panes of 4.0 mm thickness
34.35
-
764.1
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
29.16
-
186.3
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabsc) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square3mm deepe) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : (with 5 years service guarantee)
273
-
796.5
Add : 23.75% for Water Supply and Sanitary Installation, Internal Electrification and External Services.
7250924.44
-
0.24
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements