Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.7 LAccepted-AOC D NO 71 31 950 CHINTALALOVA GANDHIGRAM POST VISAKHAPATNAM 530005 | VISAKHAPATANAM | ANDHRA PRADESH | 530005 | ₹24.7 L | 1 | Accepted-AOC Being Lowest Bidder |
| 2 | 2₹25.3 L+₹62,845 (2.55%)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 | ₹25.3 L+₹62,845 (2.55%) | 2 | Rejected-Finance Not Being Lowest Bidder |
| 3 | 3₹27.2 L+₹2.5 L (10.3%)Rejected-Finance | ₹27.2 L+₹2.5 L (10.3%) | 3 | Rejected-Finance Not Being Lowest Bidder |
| 4 | 4₹29.2 L+₹4.5 L (18.3%)Rejected-Finance | ₹29.2 L+₹4.5 L (18.3%) | 4 | Rejected-Finance Not Being Lowest Bidder |
| 5 | 5₹29.5 L+₹4.9 L (19.6%)Rejected-Finance 121 MADHAV SQUAR OPP AVANTIKA COMPLEX LIMDA LANE JAMNAGAR 361001 | JAMNAGAR | GUJARAT | 361001 | ₹29.5 L+₹4.9 L (19.6%) | 5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | P SRINIVASA RAO L4 | F AND M TECHNOLOGIES L3 | MSN ENGINEERING WORKS L6 | suresh electricals L5 | G Srinivas Rao L2 | SRIVALLI ENGINEERS L8 | ESWARA ENGINEERING CONSTRUCTIONS L1 | VASANTHA NAIDU ASSOCIATES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for Construction of Valve Chamber of size 1050 X 1050 X 1050 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992. | 11 | Each Job | 9,999 ₹1,09,989 | 15,000 ₹1,65,000 | 12,500 ₹1,37,500 | 14,000 ₹1,54,000 | 21,000 ₹2,31,000 | 9,000 ₹99,000 Lowest | 20,000 ₹2,20,000 | 22,222 ₹2,44,442 |
| 2.00 | M & L for Construction of Valve Chamber of size 900 X 900 X 600 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992. | 7 | Each Job | 7,749 ₹54,243 Lowest | 12,000 ₹84,000 | 11,500 ₹80,500 | 11,500 ₹80,500 | 20,000 ₹1,40,000 | 8,500 ₹59,500 | 15,000 ₹1,05,000 | 20,000 ₹1,40,000 |
| 3.00 | M & L for Cutting Bituminous Road / Hardstanding etc. as required for Jointing / Laying Cables and Pipeline of Width not exceeding 450mm and Depth not exceeding 750mm and refilling after laying and making good with PCC 1:2:4, Type B1 using 20mm graded stone aggregate, 100mm thick complete all as specified and as directed. | 6 | Cubic Metre | 999 ₹5,994 Lowest | 2,000 ₹12,000 | 1,600 ₹9,600 | 1,500 ₹9,000 | 1,800 ₹10,800 | 3,400 ₹20,400 | 15,000 ₹90,000 | 1,550 ₹9,300 |
| 4.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep in Soft / Loose soil for laying Pipes / Cables etc. complete all as specified and as directed. | 300 | Cubic Metre | 225 ₹67,500 | 95 ₹28,500 Lowest | 250 ₹75,000 | 310 ₹93,000 | 300 ₹90,000 | 230 ₹69,000 | 250 ₹75,000 | 290 ₹87,000 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. | 210 | Cubic Metre | 54 ₹11,340 Lowest | 70 ₹14,700 | 110 ₹23,100 | 140 ₹29,400 | 145 ₹30,450 | 90 ₹18,900 | 120 ₹25,200 | 65 ₹13,650 |
| 6.00 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed. | 90 | Cubic Metre | 144 ₹12,960 | 65 ₹5,850 Lowest | 125 ₹11,250 | 200 ₹18,000 | 270 ₹24,300 | 70 ₹6,300 | 200 ₹18,000 | 111 ₹9,990 |
| 7.00 | Cutting existing steel tubing for alterations or additions [each cut measured] for 20mm bore pipe complete all as specified and as directed. | 5 | Each | 36 ₹180 | 150 ₹750 | 150 ₹750 | 40 ₹200 | 55 ₹275 | 1,000 ₹5,000 | 60 ₹300 | 33 ₹165 Lowest |
| 8.00 | Cutting existing steel tubing for alterations or additions [each cut measured] for 25/32mm bore pipe complete all as specified and as directed. | 5 | Each | 54 ₹270 | 200 ₹1,000 | 200 ₹1,000 | 50 ₹250 | 50 ₹250 | 1,400 ₹7,000 | 60 ₹300 | 44 ₹220 Lowest |
| 9.00 | Cutting existing steel tubing for alterations or additions [each cut measured] for 40mm bore pipe complete all as specified and as directed. | 10 | Each | 72 ₹720 | 250 ₹2,500 | 350 ₹3,500 | 60 ₹600 | 80 ₹800 | 1,600 ₹16,000 | 100 ₹1,000 | 55 ₹550 Lowest |
| 10.00 | Cutting existing steel tubing for alterations or additions [each cut measured] for 50mm bore pipe complete all as specified and as directed. | 13 | Each | 99 ₹1,287 | 300 ₹3,900 | 400 ₹5,200 | 80 ₹1,040 | 110 ₹1,430 | 1,800 ₹23,400 | 100 ₹1,300 | 22 ₹286 Lowest |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
3 Aug 2026, 6:00 pmClosed
Major Arvind Singh Rathore, Garrison Engineer P Na
Garrison Engineer P Navy Kalinga, INS Kalinga Complex, INS Kalinga Post, Visakhapatnam - 531163
Repair Maintenance to Water Supply Distribution System including Certain Connected Item of Works and Maintenance and Cleaning of Water Tanks, UG Sump and OH Tanks at TP and Non-TP Area at INS Kalinga, INS Karna and NAD Bheemunipatnam, Visakhapatnam
2026_MES_776679_1
8273 / E8
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Visakhapatnam
Class D
Category a ii
9 documents required · 9 mandatory
₹500
Garrison Engineer Project Navy Kalinga
₹84,000
Yes
4 Sept 2026
6 Jul 2026
10 Aug 2026
6 Jul 2026
3 Aug 2026
20 Jul 2026
6 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for Construction of Valve Chamber of size 1050 X 1050 X 1050 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992. | 11 | Each Job | - | - |
| 2 | M & L for Construction of Valve Chamber of size 900 X 900 X 600 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992. | 7 | Each Job | - | - |
| 3 | M & L for Cutting Bituminous Road / Hardstanding etc. as required for Jointing / Laying Cables and Pipeline of Width not exceeding 450mm and Depth not exceeding 750mm and refilling after laying and making good with PCC 1:2:4, Type B1 using 20mm graded stone aggregate, 100mm thick complete all as specified and as directed. | 6 | Cubic Metre | - | - |
| 4 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep in Soft / Loose soil for laying Pipes / Cables etc. complete all as specified and as directed. | 300 | Cubic Metre | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. | 210 | Cubic Metre | - | - |
| 6 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed. | 90 | Cubic Metre | - | - |
| 7 | Cutting existing steel tubing for alterations or additions [each cut measured] for 20mm bore pipe complete all as specified and as directed. | 5 | Each | - | - |
| 8 | Cutting existing steel tubing for alterations or additions [each cut measured] for 25/32mm bore pipe complete all as specified and as directed. | 5 | Each | - | - |
| 9 | Cutting existing steel tubing for alterations or additions [each cut measured] for 40mm bore pipe complete all as specified and as directed. | 10 | Each | - | - |
| 10 | Cutting existing steel tubing for alterations or additions [each cut measured] for 50mm bore pipe complete all as specified and as directed. | 13 | Each | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
8273Tender.pdf
Tender Documents • 0.69 MB
BOQ_869758.xls
BOQ • 0.44 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .