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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance 04 SHANTHINIKETHAN PANATHUR PANATHUR BANGALORE KARNATAKA 560103 | BENGALURU URBAN | KARNATAKA | 560103 | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹25.3 L (8.69%)Admitted-Finance | ₹3.2 Cr+₹25.3 L (8.69%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹50.8 L (17.4%)Admitted-Finance | ₹3.4 Cr+₹50.8 L (17.4%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 Cr+₹57.6 L (19.7%)Admitted-Finance | ₹3.5 Cr+₹57.6 L (19.7%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹58.0 L (19.9%)Admitted-Finance | ₹3.5 Cr+₹58.0 L (19.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | shadakshariswamy b s L14 | Mira Construction L20 | ORACLE CONSTRUCTION AND INFRASTRUCTURE COMPANY L3 | B.M.CONSTRUCTION L15 | S R CONSTRUCTIONS L16 | MENAKSHI CON L11 | MITTAL INFRASTRUCTURE PVT. LTD. L4 | Neostar Ventures L7 | KMS Engineering Contractors and Traders L13 | SHREE RAJ CONSTRUCTION L2 | H AARESH L17 | M/S GNANAGANAPATHY INFRATECH L5 | VARSHA CONSTRUCTIONS L10 | PJB ENGINEERS PVT LTD L12 | ANAND SHREE INFRA REALITY PVT LTD L8 | Shriaan Business Solution Private Limited L9 | SINGO ENGINEERING INDIA PRIVATE LIMITED L19 | Generic Engineering Construction and Projects Limited L18 | Obul Consultancy and Contracts Pvt Ltd L1 | R. SRINIVASA GOWDA L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00PART A - CIVIL WORK | |||||||||||||||||||||||
| 1.01 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 70 | cum | 500 ₹35,000 | 1,000 ₹70,000 | 1,150 ₹80,500 | 850 ₹59,500 | 3,000 ₹2,10,000 | 360 ₹25,200 | 349 ₹24,430 | 600 ₹42,000 | 1,250 ₹87,500 | 1,500 ₹1,05,000 | 540 ₹37,800 | 200 ₹14,000 | 600 ₹42,000 | 95 ₹6,650 Lowest | 1,134 ₹79,380 | 800 ₹56,000 | 1,763.88 ₹1,23,471.6 | 350 ₹24,500 | 1,100 ₹77,000 | 100 ₹7,000 |
| 1.02 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20 | cum | 900 ₹18,000 | 2,000 ₹40,000 | 1,725 ₹34,500 | 950 ₹19,000 | 3,800 ₹76,000 | 540 ₹10,800 | 799 ₹15,980 | 800 ₹16,000 | 1,800 ₹36,000 | 2,000 ₹40,000 | 540 ₹10,800 | 900 ₹18,000 | 1,500 ₹30,000 | 380 ₹7,600 Lowest | 1,453 ₹29,060 | 800 ₹16,000 | 5,000 ₹1,00,000 | 650 ₹13,000 | 1,300 ₹26,000 | 4,000 ₹80,000 |
| 1.03 | Demolishing R.C.C. work manually/ by mechanical means including tacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge. | 20 | cum | 2,000 ₹40,000 | 3,000 ₹60,000 | 2,300 ₹46,000 | 1,000 ₹20,000 | 3,800 ₹76,000 | 720 ₹14,400 | 999 ₹19,980 | 1,200 ₹24,000 | 2,750 ₹55,000 | 2,000 ₹40,000 | 630 ₹12,600 | 1,000 ₹20,000 | 2,800 ₹56,000 | 475 ₹9,500 | 2,265.86 ₹45,317.2 | 800 ₹16,000 | 300 ₹6,000 Lowest | 1,100 ₹22,000 | 2,000 ₹40,000 | 1,000 ₹20,000 |
| 1.04 | Dismantling carefully the existing precast concrete slab type compound wall including the central solid block masonry pillars and stacking the debris within 50 metres lead.(Note: The running length of the compound wall only shall be measured for payment irrespective of the height and thickness) | 700 | m | 500 ₹3,50,000 | 2,000 ₹14,00,000 | 345 ₹2,41,500 | 400 ₹2,80,000 | 850 ₹5,95,000 | 900 ₹6,30,000 | 300 ₹2,10,000 | 450 ₹3,15,000 | 225 ₹1,57,500 | 1,000 ₹7,00,000 | 1,170 ₹8,19,000 | 690 ₹4,83,000 | 300 ₹2,10,000 | 237.5 ₹1,66,250 | 308.94 ₹2,16,258 | 400 ₹2,80,000 | 643.2 ₹4,50,240 | 550 ₹3,85,000 | 1,390 ₹9,73,000 | 10 ₹7,000 Lowest |
| 1.05 | Removing Carefully the existing tree roots of any girth and size buried in the ground manually or by mechanical means with necessary earthwork excavation including stacking the root away from the site as directed by the Engineer in charge etc complete. | 50 | each | 2,000 ₹1,00,000 | 2,000 ₹1,00,000 | 4,000 ₹2,00,000 | 2,000 ₹1,00,000 | 2,000 ₹1,00,000 | 720 ₹36,000 | 1,200 ₹60,000 | 250 ₹12,500 | 2,500 ₹1,25,000 | 5,000 ₹2,50,000 | 450 ₹22,500 | 2,000 ₹1,00,000 | 1,000 ₹50,000 | 2,850 ₹1,42,500 | 12,078 ₹6,03,900 | 700 ₹35,000 | 153.6 ₹7,680 | 2,000 ₹1,00,000 | 1,000 ₹50,000 | 100 ₹5,000 Lowest |
| 1.06 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 19,000 | sqm | 60 ₹11,40,000 | 20 ₹3,80,000 | 45 ₹8,55,000 | 65 ₹12,35,000 | 30 ₹5,70,000 | 45 ₹8,55,000 | 31 ₹5,89,000 | 180 ₹34,20,000 | 50 ₹9,50,000 | 200 ₹38,00,000 | 45 ₹8,55,000 | 28 ₹5,32,000 | 72 ₹13,68,000 | 19 ₹3,61,000 Lowest | 140.14 ₹26,62,660 | 100 ₹19,00,000 | 282 ₹53,58,000 | 25 ₹4,75,000 | 148.2 ₹28,15,800 | 50 ₹9,50,000 |
| 1.07 | 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 | 450 | cum | 300 ₹1,35,000 | 300 ₹1,35,000 | 115 ₹51,750 | 300 ₹1,35,000 | 90 ₹40,500 | 180 ₹81,000 | 75 ₹33,750 Lowest | 200 ₹90,000 | 275 ₹1,23,750 | 200 ₹90,000 | 270 ₹1,21,500 | 175 ₹78,750 | 240 ₹1,08,000 | 76 ₹34,200 | 162.54 ₹73,143 | 240 ₹1,08,000 | 218.22 ₹98,199 | 220 ₹99,000 | 190 ₹85,500 | 100 ₹45,000 |
| 1.08 | Filling available excavated earth (excluding 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. | 250 | cum | 200 ₹50,000 | 150 ₹37,500 | 92 ₹23,000 | 250 ₹62,500 | 250 ₹62,500 | 108 ₹27,000 | 50 ₹12,500 | 180 ₹45,000 | 250 ₹62,500 | 500 ₹1,25,000 | 180 ₹45,000 | 190 ₹47,500 | 250 ₹62,500 | 47.5 ₹11,875 Lowest | 196.36 ₹49,090 | 150 ₹37,500 | 263.58 ₹65,895 | 165 ₹41,250 | 190 ₹47,500 | 50 ₹12,500 |
| 1.09 | Supplying good earth/ mourum (to be brought from outside and got approved) including transportation to site, filling in the parking area and other low lying areas of the site, spreading and levelling to the required grade/level in layers not exc. 20 cms. In depth, breaking clods, watering and consolidating each deposited layer by using 8 Ton capacity road roller OMC as per requirement etc., complete. (Note: The quantity of earth supplied and filled shall be computed by taking initial levels of the ground and final levels of the compacted fill ). | 2,900 | cum | 1,600 ₹46,40,000 | 797 ₹23,11,300 | 900 ₹26,10,000 | 800 ₹23,20,000 | 285 ₹8,26,500 | 450 ₹13,05,000 | 400 ₹11,60,000 | 600 ₹17,40,000 | 575 ₹16,67,500 | 1,000 ₹29,00,000 | 540 ₹15,66,000 | 290 ₹8,41,000 | 275 ₹7,97,500 | 190 ₹5,51,000 | 702.15 ₹20,36,235 | 470 ₹13,63,000 | 3,238.8 ₹93,92,520 | 640 ₹18,56,000 | 590 ₹17,11,000 | 50 ₹1,45,000 Lowest |
Tender Value
₹4 Cr
EMD Value
₹4 L
Closing Date
7 Oct 2020, 5:00 pmClosed
DGM (Contracts and MM)
ES/Contracts, BEL, Bangalore - 560013
Providing Car Parking Facility at BEL Bangalore.
2020_BEL_83136_1
09/000016/2020
Open Tender
Civil Works
Item Rate
180 days
ES/Contracts, BEL, Bangalore
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹4 L
Yes
3 Dec 2020
16 Sept 2020
8 Oct 2020
16 Sept 2020
7 Oct 2020
16 Sept 2020
16 Sept 2020 - 3 Oct 2020
Amount
PART A - CIVIL WORK
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including tacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge.
Dismantling carefully the existing precast concrete slab type compound wall including the central solid block masonry pillars and stacking the debris within 50 metres lead.(Note: The running length of the compound wall only shall be measured for payment irrespective of the height and thickness)
Removing Carefully the existing tree roots of any girth and size buried in the ground manually or by mechanical means with necessary earthwork excavation including stacking the root away from the site as directed by the Engineer in charge etc complete.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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
Filling available excavated earth (excluding 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.
Supplying good earth/ mourum (to be brought from outside and got approved) including transportation to site, filling in the parking area and other low lying areas of the site, spreading and levelling to the required grade/level in layers not exc. 20 cms. In depth, breaking clods, watering and consolidating each deposited layer by using 8 Ton capacity road roller OMC as per requirement etc., complete. (Note: The quantity of earth supplied and filled shall be computed by taking initial levels of the ground and final levels of the compacted fill ).
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying design mix cement concrete of M-25 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture using screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge.
Providing and laying 80 mm thick factory made cement concrete interlocking grass paver blocks of M -30 grade made by block making machine with strong vibratory compaction, of approved make,size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (The basic rate of paver blocks is considered as Rs 1000/- per sqm)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed and pointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and constructing 200mm thick walls and pillars using precast cement concrete solid blocks of suitable size, in super structure (above plinth level) with precast cement concrete solid blocks confirming to IS:2185 (latest edition) of the following thickness, having a compressive strength of not less than 50 Kgs/Sq. cm including hoisting to any required height / level and setting in cement mortar 1:6(1 cement : 6 coarse sand) including necessary scaffolding etc., complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
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 (zone-III): 3 graded stone aggregate 20 mm nominal size).
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
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
Pointing on stone work/solid block masonry with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and applying two or more coats of Apex Premium Acrylic Smooth exterior paint with Silicone additives of required shade applied @ 1.43ltr/10sqm on kerbs (two colours) including base coat of primer etc., complete.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying two or more coats of synthetic enamel painting over a coat of approved steel primer etc complete.
Constructing masonry Chamber 80x80x90 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Electrical cables, with RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 5.0
Providing and making reflective type Vinyl stickering on ACP sheets of EURO/ALUCOBOND /DUROBOND or any other approved make of brush steel finish or any other finish as directed by the Engineer of 4 mm thickness on the already fabricated steel structure, wall surface etc to the required profile with necessary screws,studs etc as per the design and drawing along with necessary scaffolding etc complete
PART B - CREDIT ITEMS
Removing and taking away the existing dressed stone slabs of any thickness and size laid in the area manually/ by mechanical means including disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge (Note:The area of stone slabs as laid on the ground shall be measured before dismantling and paid)
Dismantling and taking away the existing AC sheets from the roof surface of any thickness away from the factory premises including AC ridges gutters etc complete
Dismantling and taking away of existing steel work in built up sections of columns and trusses like MS tubes, angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.(Note: The actual weight of steel items as dismantled and weighed at weigh bridge shall be measured for payment.
Dismantling and taking away of existing MS chain link fencing of any gauge or thickness along with angle iron poles/ built up sections, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.(Note: The actual area of chainlink mesh as dismantled shall be measured for payment).
PART C - ELECTRICAL WORK
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL/HDPE pipe as required. Upto 35 sq. Mm
Supplying of XLPE insulated, PVC sheathed, armoured, copper conductor, 2XFY, 1.1KV grade LT cable of size 4 core - 16 sqmm Make: Finolex / Unistar/CCI/Havells/KEI
Supplying and making end termination with double compression gland and copper lugs for 4Cx16 Sq.mm of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required.
Supplying of XLPE insulated, PVC sheathed, armoured, copper conductor, 2XFY, 1.1KV grade LT cable of size 4 core - 10 sqmm Make: Finolex / Unistar/CCI/Havells/KEI
Supplying and making end termination with double compression gland and copper lugs for 4Cx10 Sq.mm of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required.
Supplying and laying of 110 mm dia DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 16/25/32 A 415 V "C" curve TPN MCB complete with connections, testing and commissioning IP65 for out door application etc. as required.
Releasing of the existing switch boards/ MCBDBs of all sizes containing switches/ sockets/MCBs etc., after disconnecting the electrical connections from it, segregation, transportation and returning the same to stores as directed.
Releasing of any type of flourescent/bay light fittings along with all accessories from the ceiling / wall etc., from various location by disconnecting the supply and sealing cable ends and transporting the same to stores, handing over/ stacking in stores as directed.
Releasing of aluminium / copper armoured power cables size up to 50sqmm from existing duct/ pipe /condiute pipe / trench along with accessories, coiling the released cables and returning the same to stores along with all the accessories as directed.
Releasing of post top lamp /pole/camera pole/ street light pole / light fittings along with all accessories from the exsiting place, by disconnecting the supply and sealing cable ends and transporting the same to stores, handing over/ stacking in stores as directed.
Fabrication, supply, testing & commissioning of Outdoor Distribution Panel -1 of cubicle and extensible type front access, having Bus-bars and bottom Cable entry, for both Incoming and Outgoing side. The panel shall be of modular type, floor/ pedestal mounting free standing, vermin proof, IP-65 grade for out door application, made out of CRCA sheet steel of 1.6mm thickness for body and 2.0mm thickness doors and 3.0 mm thickness for glad paltes. All the panel shall be painted with electro static powder coating paint of shade RAL-7032. The incoming, outgoing MCBs,control timer & Bus-bars are as required and as per SLD.
Fabrication, supply, testing & commissioning of Outdoor Distribution Panel - 2 of cubicle and extensible type front access, having Bus-bars and bottom Cable entry, for both Incoming and Outgoing side. The panel shall be of modular type, floor/ pedestal mounting free standing, vermin proof, IP-65 grade for out door application, made out of CRCA sheet steel of 1.6mm thickness for body and 2.0mm thickness doors and 3.0 mm thickness for glad paltes. All the panel shall be painted with electro static powder coating paint of shade RAL-7032. The incoming, outgoing MCBs,control timer & Bus-bars are as required and as per SLD.
Supply, Erection / installation , Testing and commissioning of 12 mtr high mast system with its accessories. Mast shaft shall be in two section, hot dip galvanised and suitable for wind velocity as per IS 875, Galvanised Lantern carriage arrangement suitable for 6 nos of LED 150W Flood light symmetrically fitted along with its control gear and having two point suspension system with stainless steel wire rope of 6 mm dia 7/19 guage, trailing cable and motorised winch and its accessories which includes aviation obstruction light, lightning arrester spike, Supply and fixing of control panel housing 32A TPN MCB as incomer and earthing system as per the standard complete etc and as required. Note: Before fabrication approval shall be concerned from the EIC. Ref make: K lite / Bajaj / lighting Technology or equivalent from approved makes
SHREE RAJ CONSTRUCTION
ORACLE CONSTRUCTION AND INFRASTRUCTURE COMPANY
MITTAL INFRASTRUCTURE PVT. LTD.
M/S GNANAGANAPATHY INFRATECH
R. SRINIVASA GOWDA
Neostar Ventures
ANAND SHREE INFRA REALITY PVT LTD
Shriaan Business Solution Private Limited
VARSHA CONSTRUCTIONS
MENAKSHI CON
PJB ENGINEERS PVT LTD
KMS Engineering Contractors and Traders
shadakshariswamy b s
B.M.CONSTRUCTION
S R CONSTRUCTIONS
H AARESH
Generic Engineering Construction and Projects Limited
SINGO ENGINEERING INDIA PRIVATE LIMITED
Mira Construction
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