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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.0 LAccepted-Finance | ₹28.0 L | 1 | Accepted-Finance ACCEPTED BEING THE LOWEST TENDERER |
| 2 | 2₹30.0 L+₹2.0 L (7.28%)Rejected-Finance FLAT NO 202 GANGOTRI PARADISE VINAYAKA NAGAR VUDA COLONY GAJUWAKA VISAKHAPATNAM 530 004 | VISAKHAPATANAM | ANDHRA PRADESH | 530004 | ₹30.0 L+₹2.0 L (7.28%) | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 3 | 3₹31.6 L+₹3.6 L (13.0%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹31.6 L+₹3.6 L (13.0%) | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 4 | 4₹33.0 L+₹5.0 L (17.9%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹33.0 L+₹5.0 L (17.9%) | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 5 | 5₹34.3 L+₹6.3 L (22.6%)Rejected-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹34.3 L+₹6.3 L (22.6%) | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | ALLURI CONSTRUCTIONS L3 | RAVITEJA ENGINEERING WORKS L2 | G Srinivas Rao L5 | CIVILEC ENGINEERING WORKS L9 | M/s SS Engineering Enterprises L11 | JAYAM BUILD CONSTRUCTIONS L7 | SRI JAYANTH ASSOCIATES L10 | SRI RAJA RAJESWARI ENTERPRISES L12 | S A R CONSTRUCTIONS L8 | YVR CONSTRUCTIONS L1 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L4 | N V S S K N SIVA PRASAD L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 hard/dense soil complete all as specified and directed. | 680 | Cum | 289 ₹1,96,520 | 200 ₹1,36,000 | 207 ₹1,40,760 | 383 ₹2,60,440 | 250 ₹1,70,000 | 175 ₹1,19,000 Lowest | 397 ₹2,69,960 | 428 ₹2,91,040 | 250 ₹1,70,000 | 280 ₹1,90,400 | 398 ₹2,70,640 | 270 ₹1,83,600 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in hard/dense soil complete all as specified and directed. | 520 | Cum | 39 ₹20,280 Lowest | 150 ₹78,000 | 90 ₹46,800 | 328 ₹1,70,560 | 206 ₹1,07,120 | 99 ₹51,480 | 341 ₹1,77,320 | 367 ₹1,90,840 | 100 ₹52,000 | 90 ₹46,800 | 98 ₹50,960 | 90 ₹46,800 |
| 3.00 | Removing excavated materials nexc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 160 | Cum | 149 ₹23,840 Lowest | 150 ₹24,000 | 207 ₹33,120 | 330 ₹52,800 | 260 ₹41,600 | 265 ₹42,400 | 350 ₹56,000 | 370 ₹59,200 | 500 ₹80,000 | 200 ₹32,000 | 220 ₹35,200 | 400 ₹64,000 |
| 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) | 450 | RM | 45 ₹20,250 | 50 ₹22,500 | 36 ₹16,200 | 56 ₹25,200 | 134 ₹60,300 | 45 ₹20,250 | 58 ₹26,100 | 64 ₹28,800 | 100 ₹45,000 | 20 ₹9,000 Lowest | 25 ₹11,250 | 30 ₹13,500 |
| 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) | 300 | RM | 54 ₹16,200 | 65 ₹19,500 | 45 ₹13,500 | 72 ₹21,600 | 134 ₹40,200 | 55 ₹16,500 | 75 ₹22,500 | 83 ₹24,900 | 150 ₹45,000 | 25 ₹7,500 Lowest | 35 ₹10,500 | 30 ₹9,000 |
| 6.00 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 300 | RM | 499 ₹1,49,700 | 300 ₹90,000 Lowest | 603 ₹1,80,900 | 492 ₹1,47,600 | 900 ₹2,70,000 | 820 ₹2,46,000 | 510 ₹1,53,000 | 548 ₹1,64,400 | 1,200 ₹3,60,000 | 480 ₹1,44,000 | 590 ₹1,77,000 | 1,040 ₹3,12,000 |
| 7.00 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 450 | RM | 449 ₹2,02,050 | 320 ₹1,44,000 Lowest | 549 ₹2,47,050 | 437 ₹1,96,650 | 910 ₹4,09,500 | 700 ₹3,15,000 | 454 ₹2,04,300 | 488 ₹2,19,600 | 1,000 ₹4,50,000 | 490 ₹2,20,500 | 550 ₹2,47,500 | 740 ₹3,33,000 |
| 8.00 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 150 mm bore including forming cradles; complete all as specified and directed. | 450 | Rm | 63 ₹28,350 Lowest | 150 ₹67,500 | 207 ₹93,150 | 219 ₹98,550 | 170 ₹76,500 | 99 ₹44,550 | 228 ₹1,02,600 | 246 ₹1,10,700 | 300 ₹1,35,000 | 120 ₹54,000 | 130 ₹58,500 | 120 ₹54,000 |
| 9.00 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 200 mm bore including forming cradles; complete all as specified and directed. | 300 | Rm | 81 ₹24,300 Lowest | 160 ₹48,000 | 207 ₹62,100 | 273 ₹81,900 | 206 ₹61,800 | 122 ₹36,600 | 284 ₹85,200 | 306 ₹91,800 | 400 ₹1,20,000 | 150 ₹45,000 | 140 ₹42,000 | 120 ₹36,000 |
| 10.00 | Opening the cover and Cleaning of Manholes of internal area n.exc 0.50 Sqm of any depth by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. | 500 | Each | 49 ₹24,500 Lowest | 100 ₹50,000 | 288 ₹1,44,000 | 280 ₹1,40,000 | 530 ₹2,65,000 | 155 ₹77,500 | 287 ₹1,43,500 | 310 ₹1,55,000 | 150 ₹75,000 | 100 ₹50,000 | 140 ₹70,000 | 200 ₹1,00,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
1 Jul 2026, 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 AT INS VIRBAHU,IU,MMT AND INS SATAVAHANA AREA UNDER AGE B/R-I (NB) VISAKHAPATNAM
2026_MES_771105_1
C/8689/26-27/E8 TOKEN 22 OF 2026-27
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹90,000
Yes
22 Aug 2026
10 Jun 2026
8 Jul 2026
10 Jun 2026
1 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in hard/dense soil complete all as specified and directed. | 680 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in hard/dense soil complete all as specified and directed. | 520 | Cum | - | - |
| 3 | Removing excavated materials nexc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 160 | Cum | - | - |
| 4 | 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) | 450 | RM | - | - |
| 5 | 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) | 300 | RM | - | - |
| 6 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 300 | RM | - | - |
| 7 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 450 | RM | - | - |
| 8 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 150 mm bore including forming cradles; complete all as specified and directed. | 450 | Rm | - | - |
| 9 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 200 mm bore including forming cradles; complete all as specified and directed. | 300 | Rm | - | - |
| 10 | Opening the cover and Cleaning of Manholes of internal area n.exc 0.50 Sqm of any depth by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. | 500 | Each | - | - |
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