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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.6 LAccepted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 1 | Accepted-Finance ACCEPTED BEING THE LOWEST TENDERER | |
| 2 | 2₹32.0 L+₹3.4 L (11.9%)Rejected-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹32.9 L+₹4.3 L (14.9%)Rejected-Finance SATYADEV RESIDENCY MIG 275 4TH FLOOR FLAT NO 1 BEHIND ABHAYA ANJANEYA SWAMY TEMPLE NORTH EXTENSION SEETHAMADHARA VISAKHAP 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹32.9 L+₹4.3 L (15.1%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹33.4 L+₹4.7 L (16.6%)Rejected-Finance NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L7 | AMBIKAA ENGINEERING L1 | K & K CONSTRUCTIONS L5 | YVR CONSTRUCTIONS L6 | S A R CONSTRUCTIONS L2 | SV CONSTRUCTION L3 | GVR CONSTRUCTIONS L8 | K NAGARAJU L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down chowkats or frame, n.exc 1.5 Sqm each with shutters (without taking off shutter from the frame) complete all as specified and directed. | 120 | Each | 133 ₹15,960 | 81 ₹9,720 | 90 ₹10,800 | 70 ₹8,400 | 100 ₹12,000 | 150 ₹18,000 | 50 ₹6,000 Lowest | 120 ₹14,400 |
| 2.00 | Taking down chowkats or frames, exc 1.5 but n.exc. 4 Sqm in each with shutter (without taking off shutter from the frame) complete all as specified and directed. | 80 | Each | 122 ₹9,760 | 81 ₹6,480 | 95 ₹7,600 | 80 ₹6,400 | 150 ₹12,000 | 250 ₹20,000 | 50 ₹4,000 Lowest | 120 ₹9,600 |
| 3.00 | Taking down shutters of any description n. exc 1 Sqm each complete all as specified and directed. | 90 | Per Leaf | 90 ₹8,100 | 50 ₹4,500 | 150 ₹13,500 | 80 ₹7,200 | 100 ₹9,000 | 30 ₹2,700 Lowest | 50 ₹4,500 | 80 ₹7,200 |
| 4.00 | Taking down shutters of any description exc 1 Sqm but n. exc 2 Sqm each complete all as specified and directed. | 120 | Per Leaf | 99 ₹11,880 | 50 ₹6,000 Lowest | 155 ₹18,600 | 90 ₹10,800 | 150 ₹18,000 | 50 ₹6,000 Lowest | 50 ₹6,000 Lowest | 80 ₹9,600 |
| 5.00 | Taking down, resecuring or easing & adjusting and refixing in the same opeing shutter of any description exc 1 Sqm but n. exc 2 Sqm each including refixing builder's hardware as required and replacement of screws etc complete all as specified and directed. | 20 | Per Leaf | 333 ₹6,660 | 50 ₹1,000 Lowest | 155 ₹3,100 | 100 ₹2,000 | 250 ₹5,000 | 200 ₹4,000 | 100 ₹2,000 | 200 ₹4,000 |
| 6.00 | Taking down, resecuring or easing & adjusting and refixing in the same opeing shutter of any description n.exc 1 Sqm each including refixing builder's hardware as required and replacement of screws etc complete all as specified and directed. | 10 | Per Leaf | 290 ₹2,900 | 50 ₹500 Lowest | 156 ₹1,560 | 100 ₹1,000 | 400 ₹4,000 | 150 ₹1,500 | 100 ₹1,000 | 200 ₹2,000 |
| 7.00 | S & F Well seasoned 2nd class hard wood plain, solid, straight chowkat and frames, wrought, framed, rebated on the solid rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed. | 5.1 | Cum | 60,000 ₹3,06,000 | 35,000 ₹1,78,500 | 49,000 ₹2,49,900 | 65,000 ₹3,31,500 | 25,000 ₹1,27,500 Lowest | 70,000 ₹3,57,000 | 95,000 ₹4,84,500 | 48,000 ₹2,44,800 |
| 8.00 | Cutting holes in brick walls built in cement mortar for inserting holdfasts ,depth of embedded portion of holdfasts or lugs measured from the face of the jamb exe half brick but no exc one brick into the wall and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required complete all as specified and directed. | 480 | Each | 98 ₹47,040 | 100 ₹48,000 | 80 ₹38,400 | 120 ₹57,600 | 200 ₹96,000 | 250 ₹1,20,000 | 50 ₹24,000 Lowest | 200 ₹96,000 |
| 9.00 | M & L for plain cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) for embedding holdfast, bed block, cills, etc including necessary form work complete all as specified and directed. | 2.5 | Cum | 5,900 ₹14,750 | 2,000 ₹5,000 | 4,900 ₹12,250 | 6,500 ₹16,250 | 1,800 ₹4,500 Lowest | 6,000 ₹15,000 | 6,000 ₹15,000 | 4,000 ₹10,000 |
| 10.00 | M & L for Mild steel Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. | 140 | Kg | 145 ₹20,300 | 60 ₹8,400 | 170 ₹23,800 | 100 ₹14,000 | 90 ₹12,600 | 110 ₹15,400 | 50 ₹7,000 Lowest | 120 ₹16,800 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
10 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
REPAIR/REPLACEMENT OF JOINERY, CUPBOARDS, FALSE CEILING, PARTITIONS ETC IN OLD NAUSENA BAUGH INCLUDING VACANT QUARTERS UNDER AGE B/R-II OF GE (NB) VISAKHAPATNAM
2026_MES_765102_1
C/8671/26-27/E8 TOKEN 08 OF 2026-27
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹94,000
Yes
17 Jul 2026
13 May 2026
17 Jun 2026
13 May 2026
10 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Taking down chowkats or frame, n.exc 1.5 Sqm each with shutters (without taking off shutter from the frame) complete all as specified and directed. | 120 | Each | - | - |
| 2 | Taking down chowkats or frames, exc 1.5 but n.exc. 4 Sqm in each with shutter (without taking off shutter from the frame) complete all as specified and directed. | 80 | Each | - | - |
| 3 | Taking down shutters of any description n. exc 1 Sqm each complete all as specified and directed. | 90 | Per Leaf | - | - |
| 4 | Taking down shutters of any description exc 1 Sqm but n. exc 2 Sqm each complete all as specified and directed. | 120 | Per Leaf | - | - |
| 5 | Taking down, resecuring or easing & adjusting and refixing in the same opeing shutter of any description exc 1 Sqm but n. exc 2 Sqm each including refixing builder's hardware as required and replacement of screws etc complete all as specified and directed. | 20 | Per Leaf | - | - |
| 6 | Taking down, resecuring or easing & adjusting and refixing in the same opeing shutter of any description n.exc 1 Sqm each including refixing builder's hardware as required and replacement of screws etc complete all as specified and directed. | 10 | Per Leaf | - | - |
| 7 | S & F Well seasoned 2nd class hard wood plain, solid, straight chowkat and frames, wrought, framed, rebated on the solid rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed. | 5.1 | Cum | - | - |
| 8 | Cutting holes in brick walls built in cement mortar for inserting holdfasts ,depth of embedded portion of holdfasts or lugs measured from the face of the jamb exe half brick but no exc one brick into the wall and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required complete all as specified and directed. | 480 | Each | - | - |
| 9 | M & L for plain cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) for embedding holdfast, bed block, cills, etc including necessary form work complete all as specified and directed. | 2.5 | Cum | - | - |
| 10 | M & L for Mild steel Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. | 140 | Kg | - | - |
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