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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.9 LAccepted-AOC 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹83.9 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹86.0 LRejected-Finance | ₹86.0 L | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | PRIMETECH ENGINEERING L1 | St.joseph Constructions L2 |
|---|---|---|---|---|---|
| 1.00Construction of Indoor Court | |||||
| 1.01 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 100 | sqm | 10.4 ₹1,040 | 10 ₹1,000 |
| 1.02 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 38.86 | cum | 403.57 ₹15,683.54 | 413 ₹16,050.01 |
| 1.03 | 2.6.1 : 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 96 | cum | 289.02 ₹27,745.92 | 296 ₹28,416 |
| 1.04 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 28.5 | cum | 146.98 ₹4,188.93 | 150 ₹4,275 |
| 1.05 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 41.68 | cum | 8,899.82 ₹3.7 L | 9,122 ₹3.8 L |
| 1.06 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 37.69 | cum | 11,767.24 ₹4.4 L | 12,062 ₹4.5 L |
| 1.07 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.5 | cum | 15,080.59 ₹37,641.15 | 15,458 ₹38,583.17 |
| 1.08 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 84.12 | sqm | 433.22 ₹36,442.47 | 444 ₹37,349.28 |
| 1.09 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 89.98 | sqm | 855.87 ₹77,007.76 | 877 ₹78,908.95 |
Updated dates
Tender Value
₹76.5 L
EMD Value
₹50,000
Closing Date
3 Nov 2025, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Construction of Indoor Court, Provision for Side covering, Sunshade and GI fabric mesh, Inauguration Stone and Electrification works
2025_SKF_813102_1
252/SKF/CE/2025-26
Open Tender
Civil Works - Others
120 days
Parassala
Please refer tender document
7 documents required · 7 mandatory
₹2,950
₹50,000
25 Feb 2026
22 Oct 2025
4 Nov 2025
22 Oct 2025
3 Nov 2025
22 Oct 2025
Amount
Construction of Indoor Court
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.6.1 : 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD27046/2025-2026 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3 (1cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum dewatering process including vibrating concrete by using screed vibrator of approved make equipment, finishing the top surface to required level and grade using power trowels of tandard make etc. complete as per specifications and directions of Engineer-in- charge. Rate including all cost of materials, hire charges of machineries and all labour charges including curing the finished concrete surface but excluding cost of reinforcement. (Based on DSR 16.75 & 5.1.2)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD181925/2025-2026 : Burned clay Jali work, using jaly of size: 20x20 cm square bricks of class designation 7.5 in superstructure above plinth level using Cement mortar 1:4 (1 cement : 4 coarse sand)
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
10.6.1 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
10.7 : Providing and fixing ball bearing for rolling shutters.
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD38971/2025-2026 : Design, supply, fabrication and erecting of Pre Engineered steel structure for indoor court of size (26 x 16 x 7) or nearest, including roof members and frame work for side covering. The rate includes cost of steel sections, fasteners, ties, bracings, Z-section purlins, charges for design, fabrication, erection, supervision, applying a priming coat and two coats of epoxy paint over the steel surface. The structure shall have an eve projection up to 75 cm on front and back side, 135cm on rear sides as provided in the drawing where as the work will be measured based on the plinth area of the building. Basic elements like dimensions of the building, number and spacing of columns shall remain unchanged in the detailed structural design.
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD180893/2025-2026 : Providing & fixing Poly carbonate solid plain sheet 6 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12m or as decide by the Engineer in charge.The sheets shall be fixed using self drilling/self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal/vertical curved surfaces, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required. Details of cost for area of roof. 2x18.09x5.1=184.518 sqm
OD27167/2025-2026 : Providing and fixing 30cm wide UPVC rain water Gutter pipe/pathy (White,brick red,royal blue,grey) of overall size 45 cm in rectangular section with clamp/brackets @ a spacing 1200mm and 2x12 gauge screws mm, necessary bolts, nuts and including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/ m2 Details of cost for 9.04 m
12.41.2 : Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
12.42.1.2 : Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Coupler110 mm
12.42.5.2 : Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5<sup>0</sup>110 mm bend
12.51.2 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Flashings / Aprons (Upto 600 mm)
OD180869/2025-2026 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: Ridges profile (500-600 mm)
5.26 : Providing and filling in position, blow bitumen in expansion joints.
OD180190/2025-2026 : Supply of acrylic surface (8 layer) consists of a primer coat (if required) , filling of crack and leveling the surface with suitable acrylic surface and leveling compound, resurfacer / pore filler , of cushion system, premixed acrylic topping and concentrated final acrylic layer with game line markings. The rate include all taxes, duties, levies, excise duty and other charges except GST. Design, receive material, installation testing commissioning of synthetic surface for courts including, laying the synthetic surface over the base with all ancillary works, all according to methodology and drawings and specifications, including line marking etc all complete.
OD180898/2025-2026 : Supply and installation of movable Badminton post made of 3' round pipe with heavy duty weighed base with wheel, installing the equipment with all accessories like Net etc. and necessary/ ancillary works so as to satisfy the IBF standards. The rate shall be inclusive of all materials, transportation and labour charges for installing the equipment. The work to be executed as per the directions of the engineer-in-charge (weight-40kg per piece approx). Details for 1 pair
Provision for Side covering, Sunshade and GI fabric mesh
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD181553/2025-2026 : Providing and fixing G.I fabric mesh of required width in mesh size 30x30mm or nearest size made of G.I wire of dia 4mm including welding, fitting and 2 coats of premium enamel paint with approved steel primer etc at all levels as per the direction of Engineer in charge Details of cost for 10 sqm GI fabric mesh 65x65mm = 10.00sm wastage @5%=0.5sqm
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Inauguration Stone
OD118415/2025-2026 : Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm
16.21 : Engraving letters in hard stone
Electrification works
OD180239/2025-2026 : SKFOD_ Supply, installation, testing and commissioning of Outdoor Type Floor Mounting KSEB metering panel, suitable for accommodating 3 Phase Energy meter and consisting of 3 nos. of 40 A cutout with HRC fuse( or as per KSEB) , neutral link in separate chamber, inter connections and separate cabin shall be provided in outdoor panel to accommodate VDB/DB as per the requirement etc. as required, and including necessary supports of floor or wall mounting as required, and the panel fabricated out of 14 SWG CRCA sheet with lockable door with sealing facility having glass window for energy meter, sealing facility for KSEB, top canopy and necessary overhang, undergone seven tank process ,powder coated finish and all mounting accessories.
90.15.4.11 : Supply Conveyance, installation, testing and commissioning of 200W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
90.16.1.1 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.00 mm copper conductor ( 14 SWG)
90.16.1.2 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.65 mm copper conductor (12 SWG)
90.6.5.11 : Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 1.50 sq mm
90.12.10.2 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation50/38 mm or nearest size
90.12.7.38 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 4 sq mm with factory made clamp
2.10.1 : Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, ""C"" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
2.10.3 : Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, ""C"" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole
2.11 : Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
2.15.2 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
90.11.1.15 : Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required6 way (8+18) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43)
90.12.5.38 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 4 sq mm
90.12.5.40 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 10 sq mm
1.10.1 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group A
1.17.12: Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
4.1.1 : Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 100 mm width X 50 mm depth X 1.6 mm thickness
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
OD180289/2025-2026 : SKF OD : Earthing with G.I. earth pipe 2.5 meter long, 40 mm dia including accessories, with providing masonry enclosure with cover plate / FRP Earth Pit Chamber. ( but without charcoal/ coke and salt ) etc as required
OD180290/2025-2026 : Supply and fixing syntex box(150x100x100mm) or nearest size including MCB Rail or Connectors for giving connections including all accessories complete as required
OD180287/2025-2026 : SKFDSROD: Supply and installation of pre-wired 20W LED batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with PVC insulated,copper conductor single core cable and earthing etc as required. (Make: Phillips, Crompton greaves, Bajaj, Lucker or Approved by engineering in charge)
St.joseph Constructions (BID ID -2425454)
Bidder Name
St.joseph Constructions
PRIMETECH ENGINEERING
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