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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.4 LAccepted-AOC DOOR NO 18 13 3 3RD FLOOR HILL CREST APARTMENTS SEETHAMMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹34.7 L+₹27,384.30 (0.80%)Rejected-Finance D NO 18 13 4 3RD FLOOR HILL CREST APARTMENT SEETHAMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹36.1 L+₹1.6 L (4.73%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹37.9 L+₹3.4 L (10.0%)Rejected-Finance DOOR NO 2 31 23 SECTOR 7 SBI COLONY MVP VISAKHAPATNAM 530 017 | VISAKHAPATANAM | ANDHRA PRADESH | 530017 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹39.1 L+₹4.7 L (13.6%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | VISWAS ENGINEERING WORKS L9 | HARISH CONSTRUCTION L1 | M B CONSTRUCTIONS L11 | M/s Sudersana Traders L2 | SAI KRISHNA ASSOCIATES L12 | ARCHANA ENGINEERING ENTERPRISES L5 | RAJASHEKHAR ENTERPRISES L6 | M/s VENKATA JAHNAVI CONSTRUCTIONS L3 | M/s SS Engineering Enterprises L4 | K & K CONSTRUCTIONS L7 | N V S S K N SIVA PRASAD L13 | M/S REAL POWER SYSTEMS L8 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep and getting out in hard/ dense soil complete all as specified and directed | 1,350 | Sqm | 120 ₹1,62,000 | 54 ₹72,900 | 90 ₹1,21,500 | 59.4 ₹80,190 | 161 ₹2,17,350 | 72 ₹97,200 | 40 ₹54,000 | 25 ₹33,750 Lowest | 73 ₹98,550 | 100 ₹1,35,000 | 150 ₹2,02,500 | 66 ₹89,100 | 80 ₹1,08,000 |
| 2.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed. | 250 | Cum | 150 ₹37,500 | 126 ₹31,500 | 180 ₹45,000 | 130.5 ₹32,625 | 150 ₹37,500 | 116 ₹29,000 Lowest | 279 ₹69,750 | 300 ₹75,000 | 138 ₹34,500 | 155 ₹38,750 | 420 ₹1,05,000 | 133 ₹33,250 | 240 ₹60,000 |
| 3.00 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed. | 43 | Cum | 3,660 ₹1,57,380 | 3,600 ₹1,54,800 | 4,999 ₹2,14,957 | 3,600.9 ₹1,54,838.7 | 5,250 ₹2,25,750 | 3,666 ₹1,57,638 | 2,790 ₹1,19,970 Lowest | 5,000 ₹2,15,000 | 3,545 ₹1,52,435 | 5,000 ₹2,15,000 | 3,600 ₹1,54,800 | 5,250 ₹2,25,750 | 4,150 ₹1,78,450 |
| 4.00 | 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. | 285 | Each | 200 ₹57,000 | 108 ₹30,780 Lowest | 157 ₹44,745 | 117 ₹33,345 | 150 ₹42,750 | 179 ₹51,015 | 135 ₹38,475 | 200 ₹57,000 | 163 ₹46,455 | 116 ₹33,060 | 420 ₹1,19,700 | 145 ₹41,325 | 169 ₹48,165 |
| 5.00 | 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. | 24 | Cum | 3,600 ₹86,400 Lowest | 3,600 ₹86,400 Lowest | 4,654 ₹1,11,696 | 3,708 ₹88,992 | 5,750 ₹1,38,000 | 5,160 ₹1,23,840 | 6,750 ₹1,62,000 | 5,500 ₹1,32,000 | 4,500 ₹1,08,000 | 4,009 ₹96,216 | 6,600 ₹1,58,400 | 4,900 ₹1,17,600 | 5,850 ₹1,40,400 |
| 6.00 | M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed . | 177 | Cum | 4,640 ₹8,21,280 | 4,005 ₹7,08,885 | 5,310 ₹9,39,870 | 4,014 ₹7,10,478 | 6,250 ₹11,06,250 | 4,990 ₹8,83,230 | 4,300 ₹7,61,100 | 5,000 ₹8,85,000 | 3,700 ₹6,54,900 Lowest | 4,258 ₹7,53,666 | 4,200 ₹7,43,400 | 5,200 ₹9,20,400 | 4,320 ₹7,64,640 |
| 7.00 | 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. | 24 | Cum | 3,810 ₹91,440 | 3,600 ₹86,400 Lowest | 4,554 ₹1,09,296 | 3,600.9 ₹86,421.6 | 5,400 ₹1,29,600 | 3,700 ₹88,800 | 6,750 ₹1,62,000 | 6,500 ₹1,56,000 | 4,001 ₹96,024 | 3,962 ₹95,088 | 6,600 ₹1,58,400 | 3,700 ₹88,800 | 6,250 ₹1,50,000 |
| 8.00 | M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces and finishing the surface even and fair complete all as specified and as directed. | 1,700 | Sqm | 264 ₹4,48,800 | 153 ₹2,60,100 Lowest | 194 ₹3,29,800 | 162 ₹2,75,400 | 250 ₹4,25,000 | 188 ₹3,19,600 | 243 ₹4,13,100 | 250 ₹4,25,000 | 200 ₹3,40,000 | 170 ₹2,89,000 | 300 ₹5,10,000 | 170 ₹2,89,000 | 229 ₹3,89,300 |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/disintegrated rock complete all as specified and directed. | 94 | Cum | 109 ₹10,246 | 108 ₹10,152 | 133 ₹12,502 | 99 ₹9,306 | 140 ₹13,160 | 108 ₹10,152 | 67.5 ₹6,345 Lowest | 150 ₹14,100 | 109 ₹10,246 | 122 ₹11,468 | 200 ₹18,800 | 163 ₹15,322 | 85 ₹7,990 |
| 10.00 | Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. | 160 | Cum | 72 ₹11,520 Lowest | 99 ₹15,840 | 200 ₹32,000 | 108 ₹17,280 | 100 ₹16,000 | 77 ₹12,320 | 700 ₹1,12,000 | 200 ₹32,000 | 77 ₹12,320 | 168 ₹26,880 | 500 ₹80,000 | 154 ₹24,640 | 465 ₹74,400 |
Tender Value
₹44.2 L
EMD Value
₹88,400
Closing Date
5 Dec 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF CHAIN LINK FENCING WITH GATE OF ED DOG SQUAD (CCDT), DOLPHIN HILL , VISAKHAPATANAM
2025_MES_739848_1
C/8585/25-26/E8 TOKEN 100 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹88,400
Yes
30 Jan 2026
14 Nov 2025
12 Dec 2025
14 Nov 2025
5 Dec 2025
28 Nov 2025
Amount
Surface dressing n exc 15 cm deep and getting out in hard/ dense soil complete all as specified and directed
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.
M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete 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.
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.
M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) 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 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces and finishing the surface even and fair complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/disintegrated rock complete all as specified and directed.
Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
M & L preparing old decorated surfaces of walls, etc including cornices by bromming down or by steel wire brushing, scrapping down smokes soot, moulds, moss and efflorscent salt and treating oil and greasy spot and applying one coat of white wash complete all as specified and directed.
M&L for rolled mild steel framed work conforming to Fe 410 -W (Gde- E- 250) quality-A as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging; also fastening 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 Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide zinc chrome primer complete all as specified and directed.
S & F of Mild steel screw bolts (machine made) 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 with diameter of neck 5 to 10 mm, but length of bolt n.exc 5cm long complete all as specified and as directed.
Supply only chain link MS galvanisd fencing made of 3.0 mm dia wire with and including PVC coating of 1.3mm thickness and mesh size 50mm x 50mm complete all as specified and directed Note : Per meter weight of chain link brought by the contractor shall be fixed through a BOO.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed
M & L for mild steel round bar 10mm dia and over cut into length, bend to shape required including cranking bending spirally for hoping as in tie bar for fixing chain link fencing complete all as specified and directed.
Use and waste of form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed.
M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed..
Use and waste form work to sides pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed.
M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etccomplete all as specified and directed.
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.
S & F high strength corrosion resistant TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders 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 etc complete all as specified and directed.
S & F mild steel bands, straps, supports or stays of rain water, ventilating pipes including bolts, hooks (stay) for large gates, hook and pintel hinges, clamps, hold fasts, wall ties, flat iron fillets for securing wire mesh, wind tie, fan hook and similar work including necessary drilling bolting or riveting etc conforming to Fe – 290 Gde E – 165 complete all as specified and as directed.
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.
M/s Sudersana Traders (BID ID -3487623)
M/s VENKATA JAHNAVI CONSTRUCTIONS (BID ID -3490352)
M/s SS Engineering Enterprises (BID ID -3493292)
ARCHANA ENGINEERING ENTERPRISES (BID ID -3490102)
RAJASHEKHAR ENTERPRISES (BID ID -3490221)
K & K CONSTRUCTIONS (BID ID -3490040)
M/S REAL POWER SYSTEMS (BID ID -3491923)
VISWAS ENGINEERING WORKS (BID ID -3485435)
SRI VENKATA SAI MANIKANTA CONSTRUCTIONS (BID ID -3490477)
M B CONSTRUCTIONS (BID ID -3487271)
SAI KRISHNA ASSOCIATES (BID ID -3489805)
N V S S K N SIVA PRASAD (BID ID -3490333)
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