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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹31.5 LAccepted-Finance | 1 | Accepted-Finance ACCEPTED BEING THE LOWEST TENDERER | |
| 2 | 2₹31.5 L+₹1,460 (0.05%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹32.0 L+₹47,768.30 (1.52%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹32.0 L+₹51,235 (1.63%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹32.7 L+₹1.2 L (3.73%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L12 | ALLURI CONSTRUCTIONS L3 | M/S VIJAY SINGH L9 | KALPANA INFRA PROJECTS L6 | RAGHU RAMA PANDA L10 | Jessica Engineering Works L5 | SRI BHAVANI ENTERPRISES L2 | sai ganesh enterprises L4 | SRI RAJA RAJESWARI ENTERPRISES L11 | N V S S K N SIVA PRASAD L13 | YVR CONSTRUCTIONS L1 | SANVI PROJECTS L7 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 soft/loose soil complete all as specified and directed. | 150 | Cum | 450 ₹67,500 | 299 ₹44,850 | 230 ₹34,500 | 99 ₹14,850 Lowest | 205 ₹30,750 | 195 ₹29,250 | 300 ₹45,000 | 600 ₹90,000 | 500 ₹75,000 | 300 ₹45,000 | 350 ₹52,500 | 210 ₹31,500 | 480 ₹72,000 |
| 2.00 | 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. | 135 | Cum | 231 ₹31,185 | 45 ₹6,075 Lowest | 70 ₹9,450 | 99 ₹13,365 | 52 ₹7,020 | 145 ₹19,575 | 200 ₹27,000 | 200 ₹27,000 | 200 ₹27,000 | 160 ₹21,600 | 200 ₹27,000 | 110 ₹14,850 | 69 ₹9,315 |
| 3.00 | Removing excavated materials exc 1.5 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 15 | Cum | 499 ₹7,485 | 249 ₹3,735 | 70 ₹1,050 Lowest | 99 ₹1,485 | 259 ₹3,885 | 433 ₹6,495 | 600 ₹9,000 | 300 ₹4,500 | 250 ₹3,750 | 400 ₹6,000 | 600 ₹9,000 | 245 ₹3,675 | 220 ₹3,300 |
| 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) | 350 | Rm | 99 ₹34,650 | 49 ₹17,150 | 30 ₹10,500 | 67 ₹23,450 | 43 ₹15,050 | 55 ₹19,250 | 100 ₹35,000 | 50 ₹17,500 | 50 ₹17,500 | 40 ₹14,000 | 50 ₹17,500 | 74 ₹25,900 | 29 ₹10,150 Lowest |
| 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) | 180 | Rm | 111 ₹19,980 | 63 ₹11,340 | 30 ₹5,400 Lowest | 67 ₹12,060 | 52 ₹9,360 | 60 ₹10,800 | 50 ₹9,000 | 70 ₹12,600 | 70 ₹12,600 | 40 ₹7,200 | 60 ₹10,800 | 78 ₹14,040 | 39 ₹7,020 |
| 6.00 | M & L for Salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | 1,233 ₹1,23,300 | 249 ₹24,900 | 550 ₹55,000 | 67 ₹6,700 Lowest | 439 ₹43,900 | 750 ₹75,000 | 350 ₹35,000 | 400 ₹40,000 | 850 ₹85,000 | 900 ₹90,000 | 360 ₹36,000 | 340 ₹34,000 | 460 ₹46,000 |
| 7.00 | M & L for Salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | 1,300 ₹1,30,000 | 299 ₹29,900 | 610 ₹61,000 | 99 ₹9,900 Lowest | 529 ₹52,900 | 820 ₹82,000 | 400 ₹40,000 | 650 ₹65,000 | 990 ₹99,000 | 960 ₹96,000 | 390 ₹39,000 | 380 ₹38,000 | 890 ₹89,000 |
| 8.00 | 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. | 150 | Rm | 499 ₹74,850 | 649 ₹97,350 | 480 ₹72,000 | 150 ₹22,500 Lowest | 304 ₹45,600 | 400 ₹60,000 | 700 ₹1,05,000 | 550 ₹82,500 | 580 ₹87,000 | 750 ₹1,12,500 | 450 ₹67,500 | 379 ₹56,850 | 720 ₹1,08,000 |
| 9.00 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 80 | Rm | 900 ₹72,000 | 599 ₹47,920 | 1,150 ₹92,000 | 300 ₹24,000 | 799 ₹63,920 | 450 ₹36,000 | 750 ₹60,000 | 400 ₹32,000 | 680 ₹54,400 | 1,200 ₹96,000 | 600 ₹48,000 | 245 ₹19,600 Lowest | 780 ₹62,400 |
| 10.00 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 100 | Rm | 850 ₹85,000 | 549 ₹54,900 | 1,150 ₹1,15,000 | 350 ₹35,000 | 889 ₹88,900 | 690 ₹69,000 | 700 ₹70,000 | 600 ₹60,000 | 600 ₹60,000 | 990 ₹99,000 | 650 ₹65,000 | 215 ₹21,500 Lowest | 660 ₹66,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
27 Jun 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 IN NAVAL PARK, BSO AND GE OFFICE PREMISES UNDER AGE B/R-I (NB) VISAKHAPATNAM
2026_MES_765381_1
C/8681/26-27/E8 TOKEN 17 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
6 Aug 2026
14 May 2026
2 Jul 2026
14 May 2026
27 Jun 2026
28 May 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 soft/loose soil complete all as specified and directed. | 150 | Cum | - | - |
| 2 | 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. | 135 | Cum | - | - |
| 3 | Removing excavated materials exc 1.5 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 15 | 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) | 350 | 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) | 180 | Rm | - | - |
| 6 | M & L for Salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | - | - |
| 7 | M & L for Salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed. | 100 | Rm | - | - |
| 8 | 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. | 150 | Rm | - | - |
| 9 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 80 | Rm | - | - |
| 10 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 100 | Rm | - | - |
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