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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC 38 39 86 BAPUJI NAGAR 104 AREA POST VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | ₹31.3 L Quoted ₹32.4 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹32.5 L+₹12,091.39 (0.37%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹32.5 L+₹12,091.39 (0.37%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹32.6 L+₹16,302.57 (0.50%)Rejected-AOC | ₹32.6 L+₹16,302.57 (0.50%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹33.6 L+₹1.1 L (3.47%)Rejected-AOC | ₹33.6 L+₹1.1 L (3.47%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹33.9 L+₹1.5 L (4.55%)Rejected-AOC | ₹33.9 L+₹1.5 L (4.55%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | AMBIKAA ENGINEERING L2 | DHEERU BUILDERS L8 | Sri Venkateswara Constructions L10 | SUPREET CONSTRUCTIONS L5 | ALLURI CONSTRUCTIONS L13 | RAJASHEKHAR ENTERPRISES L15 | RAGHU RAMA PANDA L17 | pavan putra enterprises L16 | SAI SRINIVAS CONSTRUCTIONS L7 | INDRA CONSTRUCTIONS L1 | SRI SAI MANIKANTA ENTERPRISES L12 | S R CONSTRUCTIONS L9 | SRK PROFESSIONAL ENGINEERING L4 | V R K CONSTRUCTIONS L11 | GVR CONSTRUCTIONS L14 | K.ADITYA ENGINEERING CONTRACTORS L3 | N V S S K N SIVA PRASAD L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||||||||
| 1.00 | Dismantling wrought iron or mild steel work of any description as in barbed wire, concertina oil of etc complete all as directed. | 21.81 | Qtl | 702 ₹15,310.62 | 600 ₹13,086 | 550 ₹11,995.5 | 350 ₹7,633.5 | 149 ₹3,249.69 | 369 ₹8,047.89 | 529 ₹11,537.49 | 540 ₹11,777.4 | 350 ₹7,633.5 | 375 ₹8,178.75 | 290 ₹6,324.9 | 400 ₹8,724 | 99 ₹2,159.19 Lowest | 689 ₹15,027.09 | 180 ₹3,925.8 | 400 ₹8,724 | 500 ₹10,905 |
| 2.00 | Demolition of brick, stone/boulder masonry, laid dry | 143 | Cum | 550 ₹78,650 | 300 ₹42,900 | 450 ₹64,350 | 405 ₹57,915 | 149 ₹21,307 Lowest | 450 ₹64,350 | 457 ₹65,351 | 672 ₹96,096 | 380 ₹54,340 | 450 ₹64,350 | 290 ₹41,470 | 400 ₹57,200 | 150 ₹21,450 | 599 ₹85,657 | 200 ₹28,600 | 450 ₹64,350 | 200 ₹28,600 |
| 3.00 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m deep for foundation etc. not exc 10 Sqm on plan getting out as in soft/loose soil complete all as specified. | 338.94 | Cum | 550 ₹1,86,417 | 350 ₹1,18,629 | 230 ₹77,956.2 | 225 ₹76,261.5 | 349 ₹1,18,290.06 | 288 ₹97,614.72 | 277 ₹93,886.38 | 500 ₹1,69,470 | 285 ₹96,597.9 | 267 ₹90,496.98 | 440 ₹1,49,133.6 | 230 ₹77,956.2 | 275 ₹93,208.5 | 302 ₹1,02,359.88 | 250 ₹84,735 | 220 ₹74,566.8 Lowest | 300 ₹1,01,682 |
| 4.00 | M&L PCC 1:4:8 type D-2 (using 40mm graded aggregate ) as in foundation, filling & mass concrete | 32 | Cum | 3,500 ₹1,12,000 | 3,000 ₹96,000 | 4,800 ₹1,53,600 | 3,250 ₹1,04,000 | 2,999 ₹95,968 | 2,968 ₹94,976 | 4,399 ₹1,40,768 | 5,006 ₹1,60,192 | 3,600 ₹1,15,200 | 3,757 ₹1,20,224 | 3,690 ₹1,18,080 | 4,700 ₹1,50,400 | 3,599 ₹1,15,168 | 4,019 ₹1,28,608 | 4,000 ₹1,28,000 | 2,800 ₹89,600 Lowest | 3,200 ₹1,02,400 |
| 5.00 | M & L for reinforced cement concrete Design mix M-30 (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. | 73 | Cum | 5,500 ₹4,01,500 | 4,200 ₹3,06,600 Lowest | 6,900 ₹5,03,700 | 6,100 ₹4,45,300 | 7,999 ₹5,83,927 | 7,399 ₹5,40,127 | 7,009 ₹5,11,657 | 7,050 ₹5,14,650 | 6,500 ₹4,74,500 | 4,750 ₹3,46,750 | 6,300 ₹4,59,900 | 6,300 ₹4,59,900 | 5,999 ₹4,37,927 | 6,089 ₹4,44,497 | 7,500 ₹5,47,500 | 5,500 ₹4,01,500 | 6,300 ₹4,59,900 |
| 6.00 | M & L for reinforced cement concrete Design Mix M-30(using 20 mm graded stone aggregate) in beams, cantilevers, lintels over 1.5 m span. | 40 | Cum | 5,500 ₹2,20,000 | 4,000 ₹1,60,000 Lowest | 6,900 ₹2,76,000 | 6,400 ₹2,56,000 | 8,999 ₹3,59,960 | 7,399 ₹2,95,960 | 7,009 ₹2,80,360 | 7,629 ₹3,05,160 | 6,600 ₹2,64,000 | 6,100 ₹2,44,000 | 6,400 ₹2,56,000 | 6,300 ₹2,52,000 | 5,999 ₹2,39,960 | 6,899 ₹2,75,960 | 7,750 ₹3,10,000 | 6,000 ₹2,40,000 | 6,300 ₹2,52,000 |
| 7.00 | M & L for reinforced cement concrete Design mix M-30 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc. | 19.5 | Cum | 5,500 ₹1,07,250 | 4,300 ₹83,850 Lowest | 6,900 ₹1,34,550 | 7,061.5 ₹1,37,699.25 | 8,499 ₹1,65,730.5 | 7,399 ₹1,44,280.5 | 7,009 ₹1,36,675.5 | 8,084 ₹1,57,638 | 6,600 ₹1,28,700 | 6,750 ₹1,31,625 | 6,480 ₹1,26,360 | 6,300 ₹1,22,850 | 5,999 ₹1,16,980.5 | 7,079 ₹1,38,040.5 | 7,750 ₹1,51,125 | 6,000 ₹1,17,000 | 6,300 ₹1,22,850 |
| 8.00 | M & L for form work to 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. | 160 | Sqm | 250 ₹40,000 | 400 ₹64,000 | 400 ₹64,000 | 300 ₹48,000 | 549 ₹87,840 | 369 ₹59,040 | 529 ₹84,640 | 285 ₹45,600 | 430 ₹68,800 | 252 ₹40,320 | 480 ₹76,800 | 550 ₹88,000 | 205 ₹32,800 Lowest | 401 ₹64,160 | 470 ₹75,200 | 350 ₹56,000 | 450 ₹72,000 |
| 9.00 | Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers,
lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 268 | Sqm | 250 ₹67,000 | 340 ₹91,120 | 400 ₹1,07,200 | 365 ₹97,820 | 599 ₹1,60,532 | 383 ₹1,02,644 | 529 ₹1,41,772 | 423 ₹1,13,364 | 465 ₹1,24,620 | 369 ₹98,892 | 510 ₹1,36,680 | 550 ₹1,47,400 | 205 ₹54,940 Lowest | 401 ₹1,07,468 | 530 ₹1,42,040 | 350 ₹93,800 | 450 ₹1,20,600 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
1 Apr 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
DEMOLITION AND RECONSTRUCTION OF BOUNDARY WALL AT GE ND COMPLEX 104 AREA VISAKHAPATNAM
2026_MES_755716_1
8567/GEND/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹87,000
Yes
9 Sept 2026
10 Mar 2026
3 Apr 2026
10 Mar 2026
1 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Dismantling wrought iron or mild steel work of any description as in barbed wire, concertina oil of etc complete all as directed. | 1 | Qtl | 1.25 | ₹1.25 |
| 2Demolition of brick, stone/boulder masonry, laid dry | |||||
| 3 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m deep for foundation etc. not exc 10 Sqm on plan getting out as in soft/loose soil complete all as specified. | 1 | Cum | 100 | ₹99.9 |
| 4 | M&L PCC 1:4:8 type D-2 (using 40mm graded aggregate ) as in foundation, filling & mass concrete | - | Cum | 53 | - |
| 5 | M & L for reinforced cement concrete Design mix M-30 (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. | - | Cum | 10 | - |
| 6 | M & L for reinforced cement concrete Design Mix M-30(using 20 mm graded stone aggregate) in beams, cantilevers, lintels over 1.5 m span. | - | Cum | 11 | - |
| 7 | M & L for reinforced cement concrete Design mix M-30 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc. | - | Cum | 1.25 | - |
| 8M & L for form work to 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. | |||||
| 9 | Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers,
lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | - | Sqm | 100 | - |
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