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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹42.9 LAccepted-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹44.7 L+₹27,683 (0.62%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹44.9 L+₹48,150 (1.08%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹44.9 L+₹53,209 (1.20%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹45.0 L+₹61,615 (1.39%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L6 | M B CONSTRUCTIONS L8 | ANUJ INFRA L9 | M/s Sai Venkata Durga Constructions L2 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L4 | SRI RAJA RAJESWARI ENTERPRISES L1 | SRI SAI MANIKANTA ENTERPRISES L3 | sai ganesh enterprises L5 | K & K CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 150 | Cum | 363 ₹54,450 | 368 ₹55,200 | 600 ₹90,000 | 352 ₹52,800 | 358 ₹53,700 | 350 ₹52,500 Lowest | 355 ₹53,250 | 360 ₹54,000 | 365 ₹54,750 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. | 135 | Cum | 265 ₹35,775 | 270 ₹36,450 | 400 ₹54,000 | 255 ₹34,425 | 260 ₹35,100 | 250 ₹33,750 Lowest | 258 ₹34,830 | 262 ₹35,370 | 268 ₹36,180 |
| 3.00 | Removing excavated materials exc 1.5 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 15 | Cum | 925 ₹13,875 | 960 ₹14,400 | 1,000 ₹15,000 | 900 ₹13,500 | 910 ₹13,650 | 890 ₹13,350 Lowest | 905 ₹13,575 | 920 ₹13,800 | 950 ₹14,250 |
| 4.00 | Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) | 350 | Rm | 40 ₹14,000 | 50 ₹17,500 | 200 ₹70,000 | 30 ₹10,500 | 29 ₹10,150 | 50 ₹17,500 | 25 ₹8,750 Lowest | 35 ₹12,250 | 35 ₹12,250 |
| 5.00 | Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) | 180 | Rm | 65 ₹11,700 | 35 ₹6,300 Lowest | 250 ₹45,000 | 50 ₹9,000 | 55 ₹9,900 | 60 ₹10,800 | 40 ₹7,200 | 60 ₹10,800 | 50 ₹9,000 |
| 6.00 | M & L for Salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | 550 ₹55,000 | 500 ₹50,000 | 600 ₹60,000 | 350 ₹35,000 Lowest | 400 ₹40,000 | 500 ₹50,000 | 380 ₹38,000 | 450 ₹45,000 | 630 ₹63,000 |
| 7.00 | M & L for Salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | 700 ₹70,000 | 700 ₹70,000 | 750 ₹75,000 | 450 ₹45,000 Lowest | 600 ₹60,000 | 600 ₹60,000 | 480 ₹48,000 | 650 ₹65,000 | 750 ₹75,000 |
| 8.00 | S & F 150 mm dia, DWC HDPE pipe, stiffness class SN8, with non smooth external annular corrugated and smooth internal surface (Double wall) for non pressure sewage & drainage application, grade conforming to IS-16098 (Part-II: 2013), in any length, with rubber ring joints, laid in trenches or in floors, etc complete all as specified and directed. | 150 | Rm | 600 ₹90,000 | 630 ₹94,500 | 1,450 ₹2,17,500 | 550 ₹82,500 | 520 ₹78,000 | 500 ₹75,000 Lowest | 530 ₹79,500 | 580 ₹87,000 | 650 ₹97,500 |
| 9.00 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 80 | Rm | 550 ₹44,000 | 600 ₹48,000 | 1,000 ₹80,000 | 470 ₹37,600 | 400 ₹32,000 Lowest | 450 ₹36,000 | 480 ₹38,400 | 500 ₹40,000 | 530 ₹42,400 |
| 10.00 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 100 | Rm | 450 ₹45,000 | 500 ₹50,000 | 900 ₹90,000 | 450 ₹45,000 | 350 ₹35,000 Lowest | 400 ₹40,000 | 440 ₹44,000 | 410 ₹41,000 | 430 ₹43,000 |
Tender Value
₹45.0 L
EMD Value
₹89,900
Closing Date
23 Jun 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
REPAIR/REPLACEMENT/CLEANING TO SEWAGE LINES, MANHOLES, SEPTIC TANKS AND SOAKAGE WELLS AND REPAIR BOUNDARY WALL IN NAVAL PARK, BSO AND GE OFFICE PREMISES UNDER AGE B/R-I (NB) VISAKHAPATNAM
2025_MES_711743_1
C/8492/25-26/E8 TOKEN 13 OF 2025-26
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹89,900
Yes
8 Aug 2025
31 May 2025
30 Jun 2025
31 May 2025
23 Jun 2025
16 Jun 2025
Amount
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.
Removing excavated materials exc 1.5 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately)
Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately)
M & L for Salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed.
M & L for Salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed.
S & F 150 mm dia, DWC HDPE pipe, stiffness class SN8, with non smooth external annular corrugated and smooth internal surface (Double wall) for non pressure sewage & drainage application, grade conforming to IS-16098 (Part-II: 2013), in any length, with rubber ring joints, laid in trenches or in floors, etc complete all as specified and directed.
M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed.
M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed.
M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore SGSW/RCC drain pipes complete all as specified and directed .
M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore SGSW/RCC drain pipes complete all as specified and directed
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 150 mm bore of pipe complete all as specifieed and directed.
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 200 mm bore of pipe complete all as specifieed and directed.
M & L for salt glazed stone ware gully traps, square or round mounted, type "P" of size 150 x 150 mm setting and jointing in cement mortar (1:1) including taking down/out existing one complete all as specified and as directed.
Temporarily blocking of any type of dia sewage line with suitable wooden plugs/gunny bags and cleaning the same by pumping rodding with wire, rounding and removing the/broken bottles/wastes and other blockage materials from pipe line including cleaning completely by using water complete all as specified and directed.
Temporarily blocking of Inlet of septic tank and manhole, opening the cover and cleaning of septic tanks, sumps, manholes etc of any capacity, dewatering foul water and taking out night soil, excreta, sludge, etc by pumping properly and removing and carrying the same to a distance upto outside MD land, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.75 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume. (ii): The cleaning work shall be carried out by Honey sucker tanker or similar transporter.)
Attending safaiwala/sweeper complaints for Maintenance and upkeep of residential and non residential assets in the entire area under AOR of AGE B/R-I such as opening of choked manholes/sewage lines etc and necessary cleaning with rod, pump etc and ensuring high standard of heigine and sanitation by using chemicals/beaching powder etc and removing the debrish to a distance n. exc 50 m and burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft loose soil and returnig, filling in including sprinking of bleaching powder at the rate of 0.20 kg / Sqm and dressing of surplus soil around to slope, with necessary safety precaution, tools & plants and make the manhole/sewage line functional with entire satisfection of Engre-in-Charge complete all as specified and directed
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish outside MD land as directed by the Engr-in-Charge.
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 as in retaining walls, abutments and similar work complete all as specified and directed.
All as per serial item No. 20 above but except stone complete ditto. (Note: Old serviceable stones as obtained from serial item No. 19 Above shall be re-used under this item after cleaning etc)
M & L for Brick work with fly ash brick, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed.
Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed.
M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately)
S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed.
Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water and removing rubbish to outside MD land exc 1.5 km but nexc 5 km complete all as specified and directed
M & L for 15 mm thick rendering in cement mortar 1:4, mixed with integral water proofing compound with weight of cement as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item).
Supply only integral water proofing compound (ISI marked) complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface of lime or trap stone n exc 20mm complete all as specified and directed.
M & L for rendering 15 mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in cement mortar 1:4 and finished the surfaces even and fair without using extra cement complete all as specified and directed.
M & L for plain cement concrete (1:2:4), type B-0 (using 12.5mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed.
M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
M & L for use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter complete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
Dismantling 100mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed.
Dismantling 80 mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed.
M & L for 100mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
M & L for 80 mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
M & L for 100mm bore, cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed.
M & L for 80 mm bore, cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed.
Taking down eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed
S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes single sockted in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed.
S & F 75 mm bore, PVC (SWR), Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc complete all as specified and directed.
S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed.
S & F 75 mm bore, PVC (SWR) bends of any radius with oval access door complete all as specified and directed.
S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 100 mm bore of pipe complete all as specifieed and directed.
Disamntling post or struts any section, RCC or steel any type including taking out embedded portion in concrete and making good disturbed ground including cleaning and cutting of grass, shrubs, bushes, etc complete all as specified and directed.
Excavating in post holes (or similar holes) each n. exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25cm, watering and removing surplus soil to a distance n. exc 50m and making good surface in soft/loose soil complete all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
M & L for Mild Steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing 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 directed.
M & L for Mild steel framed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 Gde E-250 complete all as specified and directed.
M & L for Precast reinforced cement concrete 1:2:4, type B-0 (using 12.5mm graded stone aggregate) louvres and jallies, 40mm thick including all mouldings and set in cement mortar 1:4 including dismantling of existing one and removing debries upto outside MD Land complete all as specified and directed.
S & F in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed.
M&L for one coat of black bituminous paint on structural steel,iron surfaces embading on brick or concrete surface etc exc 10 cm width or girth complete all as specified and directed.
S & F in repairs Rust Proof Consec Zal Super Razor punched barb tape (SRPBT) Aluminium base Helix coil with and including necessary GI fixing clips for securing complete all as specified and directed with the following specifications: (i) Dia of coil (unstretched) - 610mm (ii) No of Spiral - 6 Spirals per RM (iii) Weight of each coil with hassian pack - 8.5 Kg ( +0.5) (iv) Central Core wire - made from 2.6 ( +0.5)mm dia GI High Tensile wire as per IS-4454 galvanised as per IS-2629 (v) Razor punched strip - Razor punched tape is CONSEC ZAL Steel comprising of Aluminium base with Zinc alloy @ 150 gm/Sqm conforiming to ASTM A-792/A-792M with additional primer treatment of Epoxy/polyurthene & final paint top coat of Caulifield green shade (BSL 139) by Hot Dipping process and Barb Tape length - 23.50mm, Barb Width - 18.6mm, Barb Spacing - 36.00 mm and Centre width - 7.4mm (Note : After stretching the coil, the length of the compound wall on which it has been stretched shall be considered for measurement.)
M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal of debris and rubbish to a distance upto outside MD land complete all as directed by the Engr-in-Charge
M & L for 75 mm thick, plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in sub base/flooring etc, complete all as specified and directed.
M & L for designer Chequered cement concrete tiles of size 30cm x 30cm x 23-25mm thick, as in floors etc, including 15 mm thick screed bed in cement mortar 1:6 and set & jointed in neat cement slurry and pointed in grey cement and pigments to match with the shade of tiles complete all as specified and directed.
M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.
Taking out of damaged interlocking paver block from its existing position and stacking at site complete all as specified and directed.
M & L for Machine pressed precast conctete coloured/multi coloured interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.
M & L for Machine pressed precast conctete coloured/multi coloured interlocking paver block of any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed.
Cleaning/de-silting of lose mud, rubish etc from covered drain bed after removing and re-placing in its existing poistion of covers including uprooting of vegetation growth thoroughly and wire brushing including flushing with water so as to achieve smoth flow of water in drain of bed width upto 60 cm (soil mud upto 10cm depth) and removing rubish outside MD land and depositing in low laying area complete directed by the Engr-in-Charge.
M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed.
Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed.
Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed.
Supply and fixing in repair vitreous china (White) wash down water closet pan (pedestal pattern) with 'P' or 'S' trap front or back inlet, fixing bolts (except flushing cistern and flush pipe) incl plastic water closet seat cover (White) and mild steel chromium plated or aluminium hinging device complete all as specified and directed by Engr-in-Charge.
S & F in repair 15 mm bore, CP Health Faucet with 8mm Dia, 1.0 Meter Long Flexible Tube & Wall Hook with all accessories complete all as specified and directed.
S&F in repair PVC waste pipe of bore 32 mm and 800mm long to WHB complete all as specified and directed.
M/s Sai Venkata Durga Constructions (BID ID -3333851)
SRI SAI MANIKANTA ENTERPRISES (BID ID -3333292)
SRI VENKATA SAI MANIKANTA CONSTRUCTIONS (BID ID -3333333)
sai ganesh enterprises (BID ID -3330545)
JAYAM BUILD CONSTRUCTIONS (BID ID -3329944)
K & K CONSTRUCTIONS (BID ID -3332413)
M B CONSTRUCTIONS (BID ID -3330874)
ANUJ INFRA (BID ID -3330898)
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