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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.4 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹73.3 L+₹6.9 L (10.3%)Rejected-AOC | L2 | Rejected-AOC L2 REJECTED | |
| 3 | L3₹73.3 L+₹6.9 L (10.4%)Rejected-Finance | L3 | Rejected-Finance L3 rejected | |
| 4 | L4₹77.0 L+₹10.6 L (15.9%)Rejected-Finance | L4 | Rejected-Finance L4 rejected | |
| 5 | L5₹77.8 L+₹11.3 L (17.1%)Rejected-Finance | L5 | Rejected-Finance L5 rejected |
| Sl No | Description | Qty | Unit | Sunil L2 | LIPIN M V L1 | FAHIZ M K L3 | Boulder Developers Private Limited L4 | RIYAS MON P. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Building | ||||||||
| 1.00 | 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 | 149.63 | cum | 320.09 ₹47,895.07 | 290 ₹43,392.7 Lowest | 320.15 ₹47,904.04 | 336.27 ₹50,316.08 | 339.59 ₹50,812.85 |
| 1.00 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 10.02 | cum | 229.23 ₹2,295.74 | 208 ₹2,083.12 Lowest | 229.29 ₹2,296.34 | 240.83 ₹2,411.91 | 243.2 ₹2,435.65 |
| 1.00 | 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 | 34.64 | cum | 116.58 ₹4,038.33 | 105 ₹3,637.2 Lowest | 116.61 ₹4,039.37 | 122.48 ₹4,242.71 | 123.68 ₹4,284.28 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 9 | sqm | 148.29 ₹1,334.61 | 134 ₹1,206 Lowest | 148.32 ₹1,334.88 | 155.78 ₹1,402.02 | 157.22 ₹1,414.98 |
| 1.00 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 286.48 | sqm | 162.42 ₹46,530.08 | 147 ₹42,112.56 Lowest | 162.46 ₹46,541.54 | 170.64 ₹48,884.95 | 172.32 ₹49,366.23 |
| 1.01 | 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. | 134.38 | cum | 283.37 ₹38,079.26 | 257 ₹34,535.66 Lowest | 283.44 ₹38,088.67 | 297.71 ₹40,006.27 | 300.64 ₹40,400 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 128.43 | sqm | 343.61 ₹44,129.83 | 312 ₹40,070.16 Lowest | 343.68 ₹44,138.82 | 360.98 ₹46,360.66 | 364.54 ₹46,817.87 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 176.82 | sqm | 897.41 ₹1,58,681.83 | 815 ₹1,44,109.93 Lowest | 897.61 ₹1,58,717.2 | 942.79 ₹1,66,706.01 | 952.07 ₹1,68,346.92 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 314.5 | sqm | 678.8 ₹2,13,482.6 | 616 ₹1,93,732 Lowest | 678.96 ₹2,13,532.92 | 713.14 ₹2,24,282.53 | 720.16 ₹2,26,490.32 |
Tender Value
₹82.4 L
EMD Value
₹50,000
Closing Date
8 Jul 2025, 3:00 pmClosed
O/O executive engineer pwd buildings Division TSR
executive engineer pwd buildings Division TSR
GENERAL General Education Department Annual plan 2023 24 Construction of school building for Government Fisheries U P School Kottakadappuram Thrissur Phase 1
2025_PWD_772322_1
20/2025-26/EE(B)/TSR
Open Tender
Civil Works - Buildings
Item Rate
365 days
CHAVAKKAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
12 Sept 2025
27 Jun 2025
11 Jul 2025
27 Jun 2025
8 Jul 2025
27 Jun 2025
Amount
Construction of Building
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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 : 8 graded stone aggregate 40 nominal size)
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)
OD220473/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade<br>cement concrete for reinforced cement concrete work, using cement content as per approved<br>design mix, including pumping of concrete to site of laying but excluding the cost of centering,<br>shuttering, finishing and reinforcement, including admixtures in recommended proportions as<br>per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing<br>strength and durability as per direction of Engineer - in-charge. Note:- Minimum Cement<br>Content should be @ 330 kg/ cum. All work upto plinth level (Excess/less of extra cement used by the contractor is not payable/not recoverable seperately as per circular No CE/BL/GL/6541/2015 dated 30/8/2017)
OD220474/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade<br>cement concrete for reinforced cement concrete work, using cement content as per approved<br>design mix, including pumping of concrete to site of laying but excluding the cost of centering,<br>shuttering, finishing and reinforcement, including admixtures in recommended proportions as<br>per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing<br>strength and durability as per direction of Engineer - in-charge. Note:- Minimum Cement<br>Content should be @ 330 kg/ cum.All work above plinth level upto floor V level (Excess/less of extra cement used by the contractor is not payable/not recoverable seperately as per circular No CE/BL/GL/6541/2015 dated 30/8/2017)
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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
OD220475/2023-2024:supplying and fixing of Pressed Steel Door frames of profile A/B/C/E of size 90 x 60mm /105 x 60mm/125 x 60mm/165 x 60mm confirming to IS:4351 manufactured from prime quality TATA’s GALVANO Steel sheets of 18SWG (1.25mm) thickness including Hinges jamb, lock jamb, head and if required base tie and then mitred the corners, welded to the size as per specifications and fitted or welded with adjustable lugs with split end tail to each jamb including stainless steel butt hinges 100 x 2 mm and provided with mortar guards, shock absorbers and lock strike plate as specified and shutters made out of 20SWG prime quality TATA’s GALVANO Steel sheets pressed to profiles of 75 x 30mm for shutter outer frame and embossed and stiffened sheet for inner panel, assembled together by welding/riveting and pre-treated and then applied with suitable primer and painted with two coats of polyurethane paint or alternatively with desired shades of powder coating
OD220476/2023-2024: supplying and fixing of Pressed Steel windows using frame 82*60*12mm and shutters 50*20*1.20mm made out of Galavano steel sheets welded and assembled with 10mm dia MS rod at 10cm clear gap horizontaly and 25*5mm flat 2 nos per each shutter vertically as grill with SS butt hinges,hooks and eyes. stay NSD handles and fitted with 1mm thick embossed and stiffened sheet as shutter panel instead of glass panels or as specified and inclusive of labour charges for fixing all window fittings( optional items like tower bolts, handles,Aluminium beading etc.) but excluding the cost of window fittings and beadings and finally applied with suitable primer
OD220477/2023-2024:Supplying and fixing pressed steel ventilators made 83x62 mm for outer frame with 4 mm glass louvers and fitted with M S grill of dia 10 mm rod 10 cm c/c clear gap and applied zinc chromate yellow primer etc. complete.
9.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.
9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters
OD220478/2023-2024: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 epoxy primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc
10.28: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 & 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.)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD220479/2023-2024:Plastering with Cement mortar 1:3 (1 cement : 3 fine sand) 9mm thick plaster finished with a floating coat of neat cement of mix floated hard and trowelled smooth including all labour, material, conveyance charges etc complete. <br>
OD44912/2025-2026:Providing and laying vitrified floor tiles (double charged/full body glazed/mat finished ) using spacers if neccessary of minimum dimension of tile 600 mm and above thickness to be specified by the manufacturer with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints of floor tiles having joints of 3 mm width,using epoxy grout mix 0.70 kg of organic coated filler of desired shade(0.10 kg of hardner and 0.20 kg of resin per kg)including filling /grouting and finishing complete as per the direction of Engineer in charge.Size of Tile 600 x 600 mm.(vitrified floor tile)
OD220482/2023-2024:Providing and laying Anti skid floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
OD40110/2025-2026:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm)
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
OD220484/2023-2024:Rounding the nocings of vetrified tiles and smoothening the rounded edges using carborandom stone including hirecharges, labourcharges etc. complete
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
50.17.1.1:Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
OD220485/2023-2024: supplying and fixing 15 mm short body tap
OD220486/2023-2024:Supplying and fixing 20mm Angle cock (medium) of best quality
OD220487/2023-2024:Supplying and fixing PVC floor trap best quality
OD220488/2023-2024:Supplying and fixing 15mm dia or nearest size CP long body tap
17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.8.7.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
50.18.9.17.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.8.9.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
50.18.9.22.3:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
17.7.4:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
50.18.7.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall
50.18.8.4.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 6Kgf/cm2
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
50.18.9.22.6:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee
OD43338/2025-2026:Supplying and fixing best quality 0.60m dia and 0.60m height or nearest available size precast concrete perforated rings with holes on the ring wall in Soak pit/ leach pits pointed at joints by cement mortar 1:4, including all cost of materials labour charges, conveyance etc. complete.
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
13.71:Lettering with black Japan pint of approved brand and manufacture
OD66693/2025-2026:Supplying and fixing foundation stone and inauguration stone (Black granite) with engraving the matter including labour, material and conveyance charges etc. complete as per direction of engineer at site
Sunil (BID ID -2243236)
FAHIZ M K (BID ID -2243957)
Boulder Developers Private Limited (BID ID -2242497)
RIYAS MON P. (BID ID -2244057)
Bidder Name
Sunil
RIYAS MON P.
LIPIN M V
Boulder Developers Private Limited
FAHIZ M K
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