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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAdmitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L1 | Admitted-Finance | |
| 2 | L2₹26.2 L+₹3,022.27 (0.12%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L2 | Admitted-Finance | |
| 3 | L3₹27.4 L+₹1.3 L (4.83%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹27.5 L+₹1.4 L (5.32%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹28.2 L+₹2.0 L (7.84%)Admitted-Finance 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | G Srinivas Rao L15 | Sri Venkateswara Constructions L3 | AMBIKAA ENGINEERING L11 | TECHNO SOFT SOLUTIONS L8 | S.S.TRADERS L7 | ANJALI CONSTRUCTIONS L12 | Sri balaji Constructions L6 | N V S S K N SIVA PRASAD L4 | K NAGARAJU L9 | K.ADITYA ENGINEERING CONTRACTORS L14 | prasad constructions L13 | SRI RAJA RAJESWARI ENTERPRISES L10 | PRASAD INFRAS L1 | SAI SRINIVAS CONSTRUCTIONS L2 | V R K CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||||||
| 1.00 | Cleaning /desilting of existing bed of the drains constructed in any masonry, average thickness not exc 30cm including removal of vegetation growth or bushes, roots and getting out including disposing off excavated silt, soil, vegetation, shrubs etc., to a distance not exc 100m where directed and deposited at a level not exc 1.50m above the starting point complete all as specified and directed. | 292.5 | Sqm | 250 ₹73,125 | 15 ₹4,387.5 | 81 ₹23,692.5 | 300 ₹87,750 | 200 ₹58,500 | 27 ₹7,897.5 | 250 ₹73,125 | 50 ₹14,625 | 100 ₹29,250 | 150 ₹43,875 | 163 ₹47,677.5 | 50 ₹14,625 | 10 ₹2,925 Lowest | 90 ₹26,325 | 167 ₹48,847.5 |
| 2.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc.Complete all as specified and directed. | 50 | Cum | 950 ₹47,500 | 500 ₹25,000 | 504 ₹25,200 | 300 ₹15,000 | 350 ₹17,500 | 650 ₹32,500 | 600 ₹30,000 | 150 ₹7,500 Lowest | 250 ₹12,500 | 750 ₹37,500 | 505 ₹25,250 | 650 ₹32,500 | 350 ₹17,500 | 200 ₹10,000 | 599 ₹29,950 |
| 3.00 | Demolition of Concrete of any description and in any position not otherwise specifically provided for in drains Complete all as specified and directed. | 3.9 | Cum | 1,500 ₹5,850 | 500 ₹1,950 | 504 ₹1,965.6 | 750 ₹2,925 | 1,000 ₹3,900 | 1,450 ₹5,655 | 650 ₹2,535 | 250 ₹975 Lowest | 800 ₹3,120 | 1,150 ₹4,485 | 1,000 ₹3,900 | 650 ₹2,535 | 750 ₹2,925 | 300 ₹1,170 | 779 ₹3,038.1 |
| 4.00 | M&L excavating in trenches n exc 1.5 m wide and n exc. 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 sq m on plan and n exc 1.5m in depth and ghetting out soft/loose soil. and Complete all as specified and directed. | 170 | Cum | 380 ₹64,600 | 280 ₹47,600 | 999 ₹1,69,830 | 450 ₹76,500 | 350 ₹59,500 | 310 ₹52,700 | 260 ₹44,200 | 270 ₹45,900 | 299 ₹50,830 | 300 ₹51,000 | 271 ₹46,070 | 350 ₹59,500 | 250 ₹42,500 Lowest | 337 ₹57,290 | 302 ₹51,340 |
| 5.00 | Removing excavated material exc. 250m but n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point in soil | 242 | Cum | 145 ₹35,090 | 230 ₹55,660 | 603 ₹1,45,926 | 200 ₹48,400 | 250 ₹60,500 | 250 ₹60,500 | 150 ₹36,300 | 300 ₹72,600 | 279 ₹67,518 | 125 ₹30,250 Lowest | 145 ₹35,090 | 220 ₹53,240 | 300 ₹72,600 | 165 ₹39,930 | 266 ₹64,372 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soil complete all as specified and directed | 40.5 | Cum | 110 ₹4,455 | 120 ₹4,860 | 405 ₹16,402.5 | 95 ₹3,847.5 | 200 ₹8,100 | 110 ₹4,455 | 100 ₹4,050 | 90 ₹3,645 | 99 ₹4,009.5 | 95 ₹3,847.5 | 91 ₹3,685.5 | 200 ₹8,100 | 80 ₹3,240 | 50 ₹2,025 Lowest | 95 ₹3,847.5 |
| 7.00 | M & L for providing plain cement concrete, type D-2, 1:4:8 as in foundation, filling and mass concrete complete all as specified and directed. | 27 | Cum | 4,800 ₹1,29,600 | 3,900 ₹1,05,300 | 5,508 ₹1,48,716 | 3,500 ₹94,500 | 4,650 ₹1,25,550 | 5,500 ₹1,48,500 | 3,400 ₹91,800 | 2,900 ₹78,300 Lowest | 3,499 ₹94,473 | 4,200 ₹1,13,400 | 4,339 ₹1,17,153 | 4,500 ₹1,21,500 | 4,000 ₹1,08,000 | 3,000 ₹81,000 | 3,299 ₹89,073 |
| 8.00 | M & L for providing plain cement concrete, type C-0, 1:3:6 (using 12.5 mm graded stone aggregate) as in copings complete all as specified and directed. | 6.75 | Cum | 5,500 ₹37,125 | 4,000 ₹27,000 | 5,508 ₹37,179 | 6,500 ₹43,875 | 5,950 ₹40,162.5 | 6,100 ₹41,175 | 4,200 ₹28,350 | 3,800 ₹25,650 Lowest | 4,899 ₹33,068.25 | 4,300 ₹29,025 | 6,391 ₹43,139.25 | 5,500 ₹37,125 | 5,500 ₹37,125 | 4,000 ₹27,000 | 4,199 ₹28,343.25 |
| 9.00 | M & L for precast cement concrete, type B-1, 1:2:4 (using 20 mm graded stone aggregate) block masonary with solid blocks exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 121.5 | Cum | 9,500 ₹11,54,250 | 7,100 ₹8,62,650 | 5,004 ₹6,07,986 Lowest | 7,790 ₹9,46,485 | 6,500 ₹7,89,750 | 6,800 ₹8,26,200 | 6,200 ₹7,53,300 | 5,400 ₹6,56,100 | 5,999 ₹7,28,878.5 | 7,999 ₹9,71,878.5 | 6,391 ₹7,76,506.5 | 7,500 ₹9,11,250 | 5,800 ₹7,04,700 | 6,150 ₹7,47,225 | 6,179 ₹7,50,748.5 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
31 Aug 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVISION OF STORM DRAINS AT INCS SUVIDHA CANTEEN AT NAUSHAKTI NAGAR AREA VISAKHAPATNAM
2026_MES_783715_1
8656/gend/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Garrison Engineer Naval Depot
₹80,000
Yes
19 Sept 2026
10 Aug 2026
2 Sept 2026
10 Aug 2026
31 Aug 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Cleaning /desilting of existing bed of the drains constructed in any masonry, average thickness not exc 30cm including removal of vegetation growth or bushes, roots and getting out including disposing off excavated silt, soil, vegetation, shrubs etc., to a distance not exc 100m where directed and deposited at a level not exc 1.50m above the starting point complete all as specified and directed. | - | Sqm | 1.25 | - |
| 2Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc.Complete all as specified and directed. | |||||
| 3 | Demolition of Concrete of any description and in any position not otherwise specifically provided for in drains Complete all as specified and directed. | - | Cum | 100 | - |
| 4 | M&L excavating in trenches n exc 1.5 m wide and n exc. 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 sq m on plan and n exc 1.5m in depth and ghetting out soft/loose soil. and Complete all as specified and directed. | - | Cum | 53 | - |
| 5 | Removing excavated material exc. 250m but n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point in soil | - | Cum | 10 | - |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soil complete all as specified and directed | - | Cum | 11 | - |
| 7 | M & L for providing plain cement concrete, type D-2, 1:4:8 as in foundation, filling and mass concrete complete all as specified and directed. | - | Cum | 1.25 | - |
| 8M & L for providing plain cement concrete, type C-0, 1:3:6 (using 12.5 mm graded stone aggregate) as in copings complete all as specified and directed. | |||||
| 9 | M & L for precast cement concrete, type B-1, 1:2:4 (using 20 mm graded stone aggregate) block masonary with solid blocks exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | - | Cum | 100 | - |
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