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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹32.7 L Quoted ₹33.1 L | L1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | L2₹34.9 L+₹1.8 L (5.29%)Rejected-Finance | ₹34.9 L+₹1.8 L (5.29%) | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹34.9 L+₹1.8 L (5.36%)Rejected-Finance D NO 35 14 13 1 R P PETA KANCHARAPALEM VISAKHAPATNAM 530 008 | VISAKHAPATANAM | ANDHRA PRADESH | 530008 | ₹34.9 L+₹1.8 L (5.36%) | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹35.5 L+₹2.4 L (7.21%)Rejected-Finance DOOR NO 38 I H COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹35.5 L+₹2.4 L (7.21%) | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹37.7 L+₹4.5 L (13.7%)Rejected-Finance | ₹37.7 L+₹4.5 L (13.7%) | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L6 | M/S S K ENGINEERS L2 | CH.VENKATARAMANA L5 | M/S CHANDRA ENGINEERS AND CONTRACTORS L3 | GVR CONSTRUCTIONS L1 | Prasad and Suresh Constructions L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for Earthwork excavation in trenches not exceeding 1.5 m in width and not exceeding 1.5 m in depth, in all types of soil, for laying pipelines, including dressing of sides, ramming of bottoms, and getting out the excavated material. The work shall include necessary shoring, strutting, dewatering as required, complete all as specified and directed by the Engineer-in-Charge. | 330 | Cum | 300 ₹99,000 | 299 ₹98,670 Lowest | 350 ₹1,15,500 | 315 ₹1,03,950 | 306 ₹1,00,980 | 306 ₹1,00,980 |
| 2.00 | Returning, filling, and compacting excavated earth in trenches, including spreading, leveling, watering, and well ramming in layers not exceeding 25 cm thickness, complete all as specified and directed by the Engineer-in-Charge. | 305 | Cum | 130 ₹39,650 | 85 ₹25,925 Lowest | 120 ₹36,600 | 225 ₹68,625 | 106 ₹32,330 | 144 ₹43,920 |
| 3.00 | Removing excavated material to a distance not exceeding 50 m, including loading, unloading, and depositing the same at a location as directed, at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by the Engineer-in-Charge. | 25 | Cum | 280 ₹7,000 | 300 ₹7,500 | 666 ₹16,650 | 125 ₹3,125 Lowest | 126 ₹3,150 | 153 ₹3,825 |
| 4.00 | Material and Labour for Plain Cement Concrete (PCC) of mix 1:2:4 (Type B1) using 20 mm nominal size graded crushed stone aggregate, for thrust blocks, anchor blocks, and pipe supports, and other mics work including necessary excavation, centering and shuttering/ formwork, mixing, placing in position, compacting by mechanical vibrator, finishing to required line, level and shape, and curing, complete all as specified and directed by the Engineer-in-Charge. | 15 | Cum | 9,000 ₹1,35,000 | 5,500 ₹82,500 | 6,000 ₹90,000 | 4,100 ₹61,500 Lowest | 4,750 ₹71,250 | 6,300 ₹94,500 |
| 5.00 | M & L for cutting of existing road surface (bituminous/BT, WBM, or cement concrete road) to required width and depth for laying of pipelines, including marking, cutting with appropriate tools/machines, breaking, removing and disposal of excavated materials/debris within specified lead, complete all as specified and directed by the Engineer-in-Charge.
Note:- The work shall include taking necessary precautions to avoid damage to adjoining structures/services and maintaining safety during execution. | 5 | Cum | 4,000 ₹20,000 | 850 ₹4,250 Lowest | 2,000 ₹10,000 | 1,200 ₹6,000 | 3,000 ₹15,000 | 3,600 ₹18,000 |
| 6.00 | Supply, laying, jointing, testing and commissioning of 250 mm diameter, Class K-9 Ductile Iron (DI) pipe conforming to IS: 8329:2000, centrifugally cast (spun) pressure pipe with socket and spigot ends, suitable for push-on joints, including rubber gaskets/jointing materials, complete all as specified and directed by the Engineer-in-Charge.
Note:- The pipes shall be provided with external zinc coating with a finishing layer of bitumen, and internal cement mortar lining with bituminous seal coat, complete in all respects, including handling, loading, unloading, laying, alignment, jointing, testing, and commissioning. | 555 | RM | 4,600 ₹25,53,000 | 4,000 ₹22,20,000 | 4,260 ₹23,64,300 | 3,800 ₹21,09,000 Lowest | 4,150 ₹23,03,250 | 4,230 ₹23,47,650 |
| 7.00 | Supply, laying, jointing, testing and commissioning of M.S. ERW pipes conforming to IS: 3589, Grade 330, of 250 mm nominal bore and 6.0 mm wall thickness, including all necessary fittings such as bends, tees, reducers, flanges, etc, complete all as specified and directed by the Engineer-in-Charge.
Note:-
(a) The work shall include cutting, edge preparation, welding, jointing, and fixing in position as per site requirements.
(b) The pipes shall be painted with one coat of red oxide primer followed by two coats of approved synthetic enamel paint of specified colour.
(c) The quoted rate shall be inclusive of handling, loading, unloading, alignment, jointing, testing and commissioning. | 70 | RM | 4,200 ₹2,94,000 | 5,300 ₹3,71,000 | 5,226 ₹3,65,820 | 3,600 ₹2,52,000 | 3,280 ₹2,29,600 Lowest | 4,050 ₹2,83,500 |
| 8.00 | Supply and fix CI sluice valves, of size 300 mm dia, PN 1.6, conforming to IS -14846 Flanged end complete with iron wheel head and stainless steel spindle including flanged joints nuts, bolts washers and rubber gasket etc, complete all as specified and directed. | 1 | Each | 80,000 ₹80,000 | 75,000 ₹75,000 | 1,29,750 ₹1,29,750 | 60,000 ₹60,000 | 38,500 ₹38,500 Lowest | 66,600 ₹66,600 |
| 9.00 | Supply and fix CI sluice valves, of size 250 mm dia, PN 1.6, conforming to IS -14846 Flanged end complete with iron wheel head and stainless steel spindle including flanged joints nuts, bolts washers and rubber gasket etc, complete all as specified and directed. | 2 | Each | 72,000 ₹1,44,000 | 55,000 ₹1,10,000 | 87,000 ₹1,74,000 | 50,000 ₹1,00,000 | 31,000 ₹62,000 Lowest | 52,200 ₹1,04,400 |
| 10.00 | Supply and fix CI non return valve of 250mm dia sizes with by pass arrangement and necessary rubber gasket, nuts, bolts, and washers etc, complete all as specified and directed . | 1 | Each | 60,000 ₹60,000 | 50,000 ₹50,000 | 73,000 ₹73,000 | 40,000 ₹40,000 | 28,500 ₹28,500 Lowest | 54,000 ₹54,000 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
4 Jul 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
SPECIAL REPAIRS FOR REPLACEMENT OF CI/DI MS PIPE LINE AND CONNECTED ITEMS AT NEW NSB AREA UNDER GE (U-II) VISAKHAPATNAM
2026_MES_771939_1
8172(A)
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Garrison Engineer Utility-II Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Garrison Engineer Utility-II
₹89,000
Yes
4 Sept 2026
13 Jun 2026
6 Jul 2026
13 Jun 2026
4 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for Earthwork excavation in trenches not exceeding 1.5 m in width and not exceeding 1.5 m in depth, in all types of soil, for laying pipelines, including dressing of sides, ramming of bottoms, and getting out the excavated material. The work shall include necessary shoring, strutting, dewatering as required, complete all as specified and directed by the Engineer-in-Charge. | 330 | Cum | 1.25 | ₹412.5 |
| - | Returning, filling, and compacting excavated earth in trenches, including spreading, leveling, watering, and well ramming in layers not exceeding 25 cm thickness, complete all as specified and directed by the Engineer-in-Charge. | 305 | Cum | - | - |
| - | Removing excavated material to a distance not exceeding 50 m, including loading, unloading, and depositing the same at a location as directed, at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by the Engineer-in-Charge. | 25 | Cum | 100 | ₹2,500 |
| - | Material and Labour for Plain Cement Concrete (PCC) of mix 1:2:4 (Type B1) using 20 mm nominal size graded crushed stone aggregate, for thrust blocks, anchor blocks, and pipe supports, and other mics work including necessary excavation, centering and shuttering/ formwork, mixing, placing in position, compacting by mechanical vibrator, finishing to required line, level and shape, and curing, complete all as specified and directed by the Engineer-in-Charge. | 15 | Cum | 53 | ₹795 |
| - | M & L for cutting of existing road surface (bituminous/BT, WBM, or cement concrete road) to required width and depth for laying of pipelines, including marking, cutting with appropriate tools/machines, breaking, removing and disposal of excavated materials/debris within specified lead, complete all as specified and directed by the Engineer-in-Charge.
Note:- The work shall include taking necessary precautions to avoid damage to adjoining structures/services and maintaining safety during execution. | 5 | Cum | 10 | ₹50 |
| - | Supply, laying, jointing, testing and commissioning of 250 mm diameter, Class K-9 Ductile Iron (DI) pipe conforming to IS: 8329:2000, centrifugally cast (spun) pressure pipe with socket and spigot ends, suitable for push-on joints, including rubber gaskets/jointing materials, complete all as specified and directed by the Engineer-in-Charge.
Note:- The pipes shall be provided with external zinc coating with a finishing layer of bitumen, and internal cement mortar lining with bituminous seal coat, complete in all respects, including handling, loading, unloading, laying, alignment, jointing, testing, and commissioning. | 555 | RM | 11 | ₹6,105 |
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