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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.3 LAccepted-Finance | 1 | Accepted-Finance ACCEPTED BEING THE LOWEST TENDERER | |
| 2 | 2₹30.8 L+₹49,913.12 (1.65%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹31.5 L+₹1.2 L (3.84%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹31.7 L+₹1.4 L (4.56%)Rejected-Finance NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹32.2 L+₹1.9 L (6.33%)Rejected-Finance DOOR NO 65 4 426 2 SANTHIGIRI COLONY GAJUWAKA POST GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530026 | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | G Srinivas Rao L15 | M/s NATIONAL ENGINEERING CONSTRUCTIONS CO L2 | JAYAM BUILD CONSTRUCTIONS L1 | RAJASHEKHAR ENTERPRISES L12 | AMBIKAA ENGINEERING L8 | KEERTHI ENTERPRISES L16 | K K INFRA L5 | N V S S K N SIVA PRASAD L11 | YVR CONSTRUCTIONS L7 | GVR CONSTRUCTIONS L13 | K NAGARAJU L3 | SV CONSTRUCTION L10 | SRIDEVI CONSTRUCTIONS L6 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L9 | K & K CONSTRUCTIONS L4 | sai ganesh enterprises L14 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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/loose soil complete all as specified and directed. | 139.9 | Cum | 210 ₹29,379 | 350 ₹48,965 | 189 ₹26,441.1 | 219 ₹30,638.1 | 150 ₹20,985 | 430 ₹60,157 | 200 ₹27,980 | 270 ₹37,773 | 300 ₹41,970 | 100 ₹13,990 Lowest | 180 ₹25,182 | 300 ₹41,970 | 120 ₹16,788 | 410 ₹57,359 | 189 ₹26,441.1 | 500 ₹69,950 |
| 2.00 | Excavating in trenches not exc. 1.5 metre wide and exc. 1.5 metre & not exc. 3 metre depth (beyond the first 1.5 metre) for foundation of poles etc and getting out in soft/loose soil complete all as specified and directed. | 19.5 | Cum | 150 ₹2,925 | 300 ₹5,850 | 299 ₹5,830.5 | 278 ₹5,421 | 150 ₹2,925 | 575 ₹11,212.5 | 350 ₹6,825 | 290 ₹5,655 | 300 ₹5,850 | 100 ₹1,950 Lowest | 180 ₹3,510 | 400 ₹7,800 | 120 ₹2,340 | 460 ₹8,970 | 200 ₹3,900 | 600 ₹11,700 |
| 3.00 | 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. | 143.46 | Cum | 90 ₹12,911.4 | 200 ₹28,692 | 143 ₹20,514.78 | 69 ₹9,898.74 | 80 ₹11,476.8 | 129 ₹18,506.34 | 100 ₹14,346 | 100 ₹14,346 | 200 ₹28,692 | 100 ₹14,346 | 40 ₹5,738.4 Lowest | 100 ₹14,346 | 125 ₹17,932.5 | 68 ₹9,755.28 | 105 ₹15,063.3 | 200 ₹28,692 |
| 4.00 | Removing excavated materials exc 1.5 Km but n. exc 5.00 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 15.94 | Cum | 230 ₹3,666.2 | 400 ₹6,376 | 300 ₹4,782 | 480 ₹7,651.2 | 600 ₹9,564 | 174 ₹2,773.56 Lowest | 200 ₹3,188 | 400 ₹6,376 | 800 ₹12,752 | 500 ₹7,970 | 260 ₹4,144.4 | 400 ₹6,376 | 1,500 ₹23,910 | 230 ₹3,666.2 | 359 ₹5,722.46 | 300 ₹4,782 |
| 5.00 | 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) | 190 | RM | 35 ₹6,650 | 40 ₹7,600 | 44 ₹8,360 | 48 ₹9,120 | 20 ₹3,800 Lowest | 63 ₹11,970 | 100 ₹19,000 | 40 ₹7,600 | 50 ₹9,500 | 20 ₹3,800 Lowest | 40 ₹7,600 | 50 ₹9,500 | 120 ₹22,800 | 25 ₹4,750 | 29 ₹5,510 | 50 ₹9,500 |
| 6.00 | 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) | 130 | RM | 40 ₹5,200 | 45 ₹5,850 | 49 ₹6,370 | 58 ₹7,540 | 20 ₹2,600 Lowest | 72 ₹9,360 | 100 ₹13,000 | 40 ₹5,200 | 50 ₹6,500 | 20 ₹2,600 Lowest | 50 ₹6,500 | 40 ₹5,200 | 50 ₹6,500 | 35 ₹4,550 | 32 ₹4,160 | 70 ₹9,100 |
| 7.00 | 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. | 190 | RM | 310 ₹58,900 | 300 ₹57,000 | 490 ₹93,100 | 279 ₹53,010 | 280 ₹53,200 | 630 ₹1,19,700 | 500 ₹95,000 | 550 ₹1,04,500 | 600 ₹1,14,000 | 750 ₹1,42,500 | 440 ₹83,600 | 300 ₹57,000 | 250 ₹47,500 Lowest | 490 ₹93,100 | 409 ₹77,710 | 350 ₹66,500 |
| 8.00 | S & F 200 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 | 430 ₹64,500 | 400 ₹60,000 | 545 ₹81,750 | 418 ₹62,700 | 280 ₹42,000 | 725 ₹1,08,750 | 600 ₹90,000 | 700 ₹1,05,000 | 600 ₹90,000 | 900 ₹1,35,000 | 495 ₹74,250 | 400 ₹60,000 | 250 ₹37,500 Lowest | 560 ₹84,000 | 520 ₹78,000 | 450 ₹67,500 |
| 9.00 | 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 drain pipes complete all as specified and directed . | 190 | RM | 330 ₹62,700 | 180 ₹34,200 | 152 ₹28,880 | 178 ₹33,820 | 100 ₹19,000 | 315 ₹59,850 | 250 ₹47,500 | 120 ₹22,800 | 200 ₹38,000 | 100 ₹19,000 | 99 ₹18,810 | 300 ₹57,000 | 120 ₹22,800 | 180 ₹34,200 | 55 ₹10,450 Lowest | 80 ₹15,200 |
| 10.00 | 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 drain pipes complete all as specified and directed | 150 | RM | 400 ₹60,000 | 400 ₹60,000 | 166 ₹24,900 | 188 ₹28,200 | 100 ₹15,000 | 330 ₹49,500 | 250 ₹37,500 | 120 ₹18,000 | 200 ₹30,000 | 100 ₹15,000 | 99 ₹14,850 | 400 ₹60,000 | 130 ₹19,500 | 200 ₹30,000 | 50 ₹7,500 Lowest | 100 ₹15,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
4 Jul 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
REPAIRS TO SEWAGE LINES, MANHOLES, DRAINS, PATH AND HARD STANDING, COVER SLABS, JALLI WALLS, COMPOUND WALL AND PARKING SHEDS AT OLD AND NEW NSB AREA UNDER AGE BR-II OF GE (NB) VISAKHAPATNAM
2026_MES_764936_1
C/8670/26-27/E8 TOKEN 07 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
₹90,000
Yes
17 Aug 2026
12 May 2026
7 Jul 2026
12 May 2026
4 Jul 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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/loose soil complete all as specified and directed. | 139.9 | Cum | - | - |
| 2 | Excavating in trenches not exc. 1.5 metre wide and exc. 1.5 metre & not exc. 3 metre depth (beyond the first 1.5 metre) for foundation of poles etc and getting out in soft/loose soil complete all as specified and directed. | 19.5 | Cum | - | - |
| 3 | 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. | 143.46 | Cum | - | - |
| 4 | Removing excavated materials exc 1.5 Km but n. exc 5.00 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 15.94 | Cum | - | - |
| 5 | 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) | 190 | RM | - | - |
| 6 | 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) | 130 | RM | - | - |
| 7 | 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. | 190 | RM | - | - |
| 8 | S & F 200 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 | - | - |
| 9 | 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 drain pipes complete all as specified and directed . | 190 | RM | - | - |
| 10 | 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 drain pipes complete all as specified and directed | 150 | RM | - | - |
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