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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.7 LAccepted-AOC NEAR UMMAT PUBLIC SCHOOL AUSTANABAD SRI VIJAYA PURAM 744 103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Accepted-AOC Accept | |
| 2 | L2₹49.6 L+₹1.9 L (4.01%)Rejected-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹50.0 L+₹2.3 L (4.92%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹52.2 L+₹4.6 L (9.56%)Rejected-Finance OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹54.0 L+₹6.3 L (13.3%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L7 | Sree Tirumala Enterprises L6 | M/s Kamal Electrical L3 | LOOK UP ENTERPRISES L2 | Manas Patra Steel Fabrication L1 | MAJUMDAR FURNITURE L9 | RS ENGINEERING WORK L5 | Sri Ram Construction L8 | M/s Ramesh Lal L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of tiles of any description or thickness in floor, hearth or wall including cement mortar bedding, removing debries off the premises complete all as specified and as directed by Engineer in charge | 80 | Sqm | 130 ₹10,400 | 120 ₹9,600 | 100 ₹8,000 Lowest | 110 ₹8,800 | 100 ₹8,000 Lowest | 132 ₹10,560 | 121 ₹9,680 | 129 ₹10,320 | 120 ₹9,600 |
| 2.00 | Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer in charge | 35 | Cum | 990 ₹34,650 | 990 ₹34,650 | 980 ₹34,300 Lowest | 990 ₹34,650 | 980 ₹34,300 Lowest | 1,000 ₹35,000 | 985 ₹34,475 | 988 ₹34,580 | 990 ₹34,650 |
| 3.00 | M&L for 75mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing.finishing the surface even & smoth without using extra cement including formwork complete all as specified and as directed by Engineer in charge | 90 | Sqm | 600 ₹54,000 | 600 ₹54,000 | 570 ₹51,300 | 560 ₹50,400 | 550 ₹49,500 Lowest | 590 ₹53,100 | 590 ₹53,100 | 580 ₹52,200 | 560 ₹50,400 |
| 4.00 | M&L for Heavy duty vitrified parking tiles of size 400 x 400 x 10-12 mm thick set jointed and pointed in neat cement slurry in floors incl 20 mm thick screed in CM 1:4 complete all as specified and as directed by Engineer in charge | 80 | Sqm | 2,100 ₹1,68,000 | 2,200 ₹1,76,000 | 2,050 ₹1,64,000 | 2,050 ₹1,64,000 | 2,000 ₹1,60,000 Lowest | 2,150 ₹1,72,000 | 2,010 ₹1,60,800 | 2,090 ₹1,67,200 | 2,000 ₹1,60,000 Lowest |
| 5.00 | M& L for Machine pressed precast conctete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-40 Grade complete all as specified and as directed by Engineer in charge | 90 | Sqm | 2,600 ₹2,34,000 | 2,000 ₹1,80,000 Lowest | 2,050 ₹1,84,500 | 2,000 ₹1,80,000 Lowest | 2,000 ₹1,80,000 Lowest | 2,610 ₹2,34,900 | 2,550 ₹2,29,500 | 2,590 ₹2,33,100 | 2,500 ₹2,25,000 |
| 6.00 | M&L Sand filling under floors or in foundations including well ramming and watering for consolidation complete all as specified and as directed by Engineer in charge | 4.5 | Cum | 5,800 ₹26,100 | 7,500 ₹33,750 | 5,500 ₹24,750 Lowest | 5,600 ₹25,200 | 5,500 ₹24,750 Lowest | 5,800 ₹26,100 | 5,790 ₹26,055 | 5,790 ₹26,055 | 5,800 ₹26,100 |
| 7.00 | M&L for laying PCC (1:2:4) type B2 (using 40mm graded aggregate) for sub base and mass concrete in foundation including formwork complete all as specified and as directed by Engineer in charge | 10 | Cum | 10,500 ₹1,05,000 | 10,400 ₹1,04,000 | 10,400 ₹1,04,000 | 10,300 ₹1,03,000 | 10,200 ₹1,02,000 Lowest | 10,550 ₹1,05,500 | 10,480 ₹1,04,800 | 10,480 ₹1,04,800 | 10,450 ₹1,04,500 |
| 8.00 | Demolition of stone slabs and tiles of any description or thicness in floors laid bedded pointed in any cement mortor in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge | 2 | 10 Sqm | 900 ₹1,800 | 850 ₹1,700 | 820 ₹1,640 | 810 ₹1,620 | 800 ₹1,600 Lowest | 900 ₹1,800 | 860 ₹1,720 | 890 ₹1,780 | 850 ₹1,700 |
| 9.00 | M&L 18-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win?dow-cills, cooking plat?forms and like in cement mortar (1:4) including point?ing in white cement (1:2) us?ing marble dust with admix?ture of pigment to match with shade of granite complete all as specified and as directed by Engineer in charge | 20 | Sqm | 6,300 ₹1,26,000 | 6,300 ₹1,26,000 | 6,100 ₹1,22,000 | 6,000 ₹1,20,000 Lowest | 6,000 ₹1,20,000 Lowest | 6,310 ₹1,26,200 | 6,250 ₹1,25,000 | 6,290 ₹1,25,800 | 6,200 ₹1,24,000 |
| 10.00 | Material and labour for 75mm thick PCC (1:3:6) type C2 using 40mm graded aggregate as in plinth protection including finishing even and smooth with using extra cement including formwork complete all as specified and as directed by Engineer in charge | 80 | Sqm | 600 ₹48,000 | 590 ₹47,200 | 560 ₹44,800 | 560 ₹44,800 | 550 ₹44,000 Lowest | 600 ₹48,000 | 580 ₹46,400 | 590 ₹47,200 | 578 ₹46,240 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
14 Jun 2025, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8595/E8 COMPREHENSIVE REPAIRS TO DRAIN, RETAINING WALL AND SECURITY AND COMPOUND WALL, GATES AND GATE PILLARS, PATH, FENCING OTHER MISC WORKS AT OTM AREA INCLUDING HOSPITAL ETC UNDER AGE BR-I AT GE MINNIEBAY SRI VIJAYA PURAM
2025_MES_709873_1
8595/E8
Open Tender
Civil Works
Item Rate
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
Yes
GE, Minniebay
₹90,000
Yes
23 Aug 2025
23 May 2025
17 Jun 2025
23 May 2025
14 Jun 2025
7 Jun 2025
Amount
Dismantling of tiles of any description or thickness in floor, hearth or wall including cement mortar bedding, removing debries off the premises complete all as specified and as directed by Engineer in charge
Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer in charge
M&L for 75mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing.finishing the surface even & smoth without using extra cement including formwork complete all as specified and as directed by Engineer in charge
M&L for Heavy duty vitrified parking tiles of size 400 x 400 x 10-12 mm thick set jointed and pointed in neat cement slurry in floors incl 20 mm thick screed in CM 1:4 complete all as specified and as directed by Engineer in charge
M& L for Machine pressed precast conctete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-40 Grade complete all as specified and as directed by Engineer in charge
M&L Sand filling under floors or in foundations including well ramming and watering for consolidation complete all as specified and as directed by Engineer in charge
M&L for laying PCC (1:2:4) type B2 (using 40mm graded aggregate) for sub base and mass concrete in foundation including formwork complete all as specified and as directed by Engineer in charge
Demolition of stone slabs and tiles of any description or thicness in floors laid bedded pointed in any cement mortor in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge
M&L 18-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win?dow-cills, cooking plat?forms and like in cement mortar (1:4) including point?ing in white cement (1:2) us?ing marble dust with admix?ture of pigment to match with shade of granite complete all as specified and as directed by Engineer in charge
Material and labour for 75mm thick PCC (1:3:6) type C2 using 40mm graded aggregate as in plinth protection including finishing even and smooth with using extra cement including formwork complete all as specified and as directed by Engineer in charge
M&L for laying 75 mm thick PCC (1:2:4) type B 2 (using 40mm graded aggregate) as in path/hard standing including formwork complete all as specified and as directed by Engineer in charge
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed by Engineer in charge
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as manufacturers instruction complete all as specified and as directed by Engineer in charge
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer in charge
S & F Aluminium flat iron work in, wind ties screwed as directed, including all necessary drilling, bolting or riveting etc., and similar work complete all as specified and as directed by Engineer in charge
S&F in repairs mild steel work in Tubular Trusses, Posts etc including special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS - 1161-1979, Grade St - 240, Medium Grade of any dia complete all as specified and as directed by Engineer in charge
Refixing of old galvalume corrugated /steel sheet of any type complete all as specified and as directed by Engineer in charge
Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engineer in charge
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer in charge
S&F MS Roof trusses (Framed), trussed, purlins, rafters, crane gantries, rails ,posts and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc.including necessary welding confirming to Fe-410-W(Gde-E250 quality-A) complete all as specified and as directed by Engineer in charge
S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410 W (Grade E-250) quality A complete all as specified and as directed by Engineer in charge
S & F Mild steel screw bolts (machine made) 5 to 10 mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n.exc. 10 cm long complete all as specified and as directed by Engineer in charge
Dismantiling posts of any description , including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer in charge
Excavating in post holes in hard/dense soil n.exc. 0.5 cum and getting out returning, filling in and ramming in layers n.exc. 25 cm, watering and removing surplus soil to a distance n.exc. 50 mtr and making good the surface complete all as specified and as directed by Engineer in charge
S&F MS framed work such as fencing post including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer in charge
M&L PVC coated GI chain link fencing 3.5mm dia with 50mm x 50mm mesh including fixing of MS line wire / rod, flat iron & machine made hexagonal or square head bolts to fencing posts including dismantling of chain link fencing complete all as specified and as directed by Engineer in charge (MS flat iron and bolts will be measured and paid seperately)
Supply only mild steel screw bolts n exc 12 mm dia machine made with hexagonal or square head at one end and screwed the other or screwed both ends for fixing of chain link fencing complete all as specified and as directed by Engineer in charge
Supply only MS Flat iron as in fillets for securing wire mesh including all necessary drilling, bolting or riveting etc and similar work confirming to Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
M & L for cement concrete Type B1 1:2:4 (20 mm graded aggre-gate) in surface channels and drains complete all as specified and as directed by Engineer in charge
M&L for extra for forming fair finished drain or channel 30 -50 cm inner girth in cement concrete ,using extra cement , including forms , moulds, mi-tred / stopped ends etc complete all as specified and as directed by Engineer in charge
M&L cement concrete type C1 1:3:6(20 mm graded stone aggregate) in plinth course, benching,copings, kneelers, apex stones etc including weathering, slightly rounded or chamfered angles complete all as specified and as directed by Engineer in charge
Demolition of precast concrete work/ block walling built in cement mortar complete all as specified and as directed by Engineer in charge
Material and labour for PCC solid block masonry (1:3:6) (using 20mm graded stone aggregate) straight or curved on plan exc 6m mean radius, exc 10cm in width and built in CM (1:6) complete all as specified and as directedcomplete all as specified and as directed by Engineer in charge
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and as directed by Engineer in charge
Making arrangement of scaffolding height exc 3 mtr and n exc 13 mtr in the shafts / spot/ location of weed /shrubs of height less than 3 m removing the weed including its root, making good with CM 1:3 or PCC 1:2:4 (12.5mm graded aggregate)including two coats of rain coat paint with primer complete all as specified and as directed by Engineer in charge
M & L for clearing vegetation /Shrubs along with all the debris of leaf from roof slab/ chujjah ,parapet etc and making surface clean ,making good with CM 1:3 or PCC 1:2:4 (12.5mm graded aggregate) as per the requirement complete all as specified and as directed.complete all as specified and as directed by Engineer in charge
M & L for preparation of old surfaces and applying one coat of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal esistance, dirt resistance exterior paint of WHITE COLOUR with silicon additives coat applied @ 1.67 ltr/10 sqm over complete all as specified and as directed by Engineer-in-charge. Make: Asian Paints (Apex Ultima), Berger (Weathercoat Long Life Flexo) Nerolac (Excel Total). Shalimar Paints (Weatherpro+ Super Luxury Emulsion). Note: Rate inclusive of scaffolding at any height.
M & L for preparation of old surfaces and applying one coat of 100% Premium acrylic emulsion paint (company depot tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal esistance, dirt resistance exterior paint with silicon additives coat applied @ 1.67 ltr/10 sqm over complete all as specified and as directed by Engineer-in-charge. Make: Asian Paints (Apex Ultima), Berger (Weathercoat Long Life Flexo) Nerolac (Excel Total). Shalimar Paints (Weatherpro+ Super Luxury Emulsion). Note: Rate inclusive of scaffolding at any height.
M&L for complete removal of existing treatment and Preparation of plastered wall surfaces using mechanical means and removing all fungus, black stains, algae etc and applying Two coals of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of WHITE colour with silicon additives @ 1,43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces complete all as specified and as directed by Engineer-in-charge. Make: Asian Paints (Apex Ultima), Berger (Weathercoat Long Life Flexo) Nerolac (Excel Total), Shalimar Paints (Westherpro+ Super Luxury Emulsion) Note: Rate inclusive of scaffolding at any height.
M&L for complete removal of existing treatment and Preparation of plastered wall surfaces using mechanical means and removing all fungus, black stains, algae etc and applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/itre and UV resistance as per IS 15489:2004, Alkali & fungel resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including piming coat of exterior primer applied @ 0.90 litrel 10 sqm over old surfaces complete all as specified and as directed by Engineer-in-charge. Make: Asian Paints (Apex Ultima), Berger (Weathercoat Long Life Flexo) Nerolac (Excel Total), Shalimar Paints (Weatherpro+ Super Luxury Emulsion) Note: Rate inclusive of scaffolding at any height.
M&L Preparing old steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge
M&L Preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge
Demolition of Reinforced Cement Concrete [reinforcement cut as required to facilitate demolition] of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge
M&L for Formwork to sides of pillars, posts, struts, piers, columns, and coping beam stanchions complete all as specified and as directed by Engineer in charge
M&L RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, post and struts etc complete all as specified and as directed by Engineer in charge
M&L for plain cement concrete type B1 (1:2:4) using 20mm graded stone aggregate as in copings cavings, bed plats and embeding swan neck fencing post, etc incl weathering slightly rounded or chamfered angles and throating as directed complete all as specified and as directed by Engineer in charge
Taking down cement plaster on brick or stone wall and racking out joints hacking for key sucrubing down with water etc complete all as specified and as directed by Engineer in charge
M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6 (Total 15 mm thick) on concrete or brick masonry surfaces as per manufacurers instructions and finishing the top surface even and fair without using extra cement complete all as specified and as directed by Engineer in charge
M & L for applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal esistance, dirt resistance exterior paint of WHITE colour with silicon additives coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm over new surfaces complete all as specified and as directed by Engineer-in-charge. Make: Asian Paints (Apex Ultima), Berger (Weathercoat Long Life Flexo) Nerolac (Excel Total), Shalimar Paints (Weatherpro+ Super Luxury Emulsion)
Excavation over areas n.exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Excavation over areas exc. 1.5 m n. exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Removing Excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed by Engineer-in-Charge.
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L for Reinforced cement concrete M-30 Design mix using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.
M & L for Reinforced cement concrete M-30 Design Mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and directed by Engineer-in-Charge.
Formwork for rough finished surface of concrete to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc, complete all as specified and directed by Engineer in charge
Formwork for rough finished surface of concrete to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed by Engineer in charge
M&L for TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed by Engineer-in-Charge.
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and directed by Engineer in charge.
M&L for 100 mm bore UPVC (SWR) pipes as in weep holes complete all as specified and directed by Engineer in charge.
M&L in repairs for galvanised, 2 strand steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of stranded rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc as directed each line wire to be measures complete all as specified and as directed by Engineer in charge
M&L for 30mm thick FRP moulded grating with opening not exceeding 30mm x 30mm and FRP not less than 6mm thick framed in bounded material of any colour complete fixed to drain after repairing the edges complete all as specified and as directed by Engineer in charge
Taking down existing roof treatment from roof and cleaning with wire brush to remove all loose particles and washing with water including removing the debris upto 100M distance complete all as specified and as directed by Engineer in charge
M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in roof padding concrete,kerbs or mud stops, or rounded or chamfered on edge with WPC complete all as specified and as directed by Engineer in charge
M&L for plastering in CM 1:3, 10 mm average thickness over the treated surface using water proofing compound as per manufacturers direction (Supply only WPC will be measured and paid under relevant items) including finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge
Rounding to edge of stone slabs one edge, such as in step, cooking platform and other similar situations complete all as specified and as directed by Engineer in charge
LOOK UP ENTERPRISES (BID ID -3322642)
M/s Kamal Electrical (BID ID -3321965)
M/s Ramesh Lal (BID ID -3322166)
RS ENGINEERING WORK (BID ID -3322267)
Sree Tirumala Enterprises (BID ID -3322885)
M/S VISHAL CONSTRUCTION (BID ID -3322353)
Sri Ram Construction (BID ID -3322427)
MAJUMDAR FURNITURE (BID ID -3322471)
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