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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹44.5 L+₹11.6 L (35.3%)Rejected-Finance FLAT NO B 309 SAI RESIDENCY TCI CHOWK GOPOPALI SUNDERGARH ROURKELA ODISHA 769 004 | ROURKELA | SUNDERGARH | ODISHA | 769004 | L2 | Rejected-Finance NOT BEING LOWEST BIDEER | |
| 3 | L3₹47.3 L+₹14.4 L (43.7%)Rejected-Finance D NO 38 22 40 NEAR LAKSHMI NARASHIMA THEATER 104 AREA VISAKHAPATNAM 530007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | L3 | Rejected-Finance NOT BEING LOWEST BIDEER | |
| 4 | L4₹48.7 L+₹15.8 L (47.9%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDEER | |
| 5 | L5₹49.9 L+₹17.0 L (51.7%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST BIDEER |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L2 | RATNA ENTERPRISES L8 | M/s Saptagiri constructions L6 | AYYAPPA CONSTRUCTIONS L3 | M/S CHANDRA ENGINEERS AND CONTRACTORS L7 | SRI RAJA RAJESWARI ENTERPRISES L1 | LAKSHMI SAI CONSTRUCTIONS L4 | SRI LAKSHMI ENGINEERING ENTERPRISES L5 | Datha Engineering Enterprises L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in hard / dense soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. | 400 | CuM | 300 ₹1,20,000 Lowest | 960 ₹3,84,000 | 880 ₹3,52,000 | 1,000 ₹4,00,000 | 955 ₹3,82,000 | 300 ₹1,20,000 Lowest | 998 ₹3,99,200 | 900 ₹3,60,000 | 1,040 ₹4,16,000 |
| 2.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. | 320 | CuM | 160 ₹51,200 Lowest | 210 ₹67,200 | 175 ₹56,000 | 200 ₹64,000 | 195 ₹62,400 | 165 ₹52,800 | 190 ₹60,800 | 220 ₹70,400 | 230 ₹73,600 |
| 3.00 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 80 | CuM | 210 ₹16,800 | 390 ₹31,200 | 450 ₹36,000 | 400 ₹32,000 | 464 ₹37,120 | 200 ₹16,000 Lowest | 420 ₹33,600 | 400 ₹32,000 | 444 ₹35,520 |
| 4.00 | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed.
Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. | 5 | SqM | 750 ₹3,750 | 480 ₹2,400 | 515 ₹2,575 | 600 ₹3,000 | 554 ₹2,770 | 1,500 ₹7,500 | 540 ₹2,700 | 450 ₹2,250 Lowest | 595 ₹2,975 |
| 5.00 | Material and labour for Cutting CI / DI pipes of size 300 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. | 2 | Each Job | 27,500 ₹55,000 | 1,045 ₹2,090 | 1,199 ₹2,398 | 1,000 ₹2,000 Lowest | 1,255 ₹2,510 | 12,000 ₹24,000 | 1,010 ₹2,020 | 1,000 ₹2,000 Lowest | 1,190 ₹2,380 |
| 6.00 | Material and labour for Cutting CI / DI pipes of size 150 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. | 2 | Each Job | 22,500 ₹45,000 | 825 ₹1,650 | 699 ₹1,398 | 500 ₹1,000 Lowest | 795 ₹1,590 | 10,000 ₹20,000 | 525 ₹1,050 | 950 ₹1,900 | 1,130 ₹2,260 |
| 7.00 | Dismantling rubber gasket joints of spigot and socket pipes of size 300 mm dia,complete all as specified and directed by Engineer-in-Charge. | 59 | Each | 200 ₹11,800 Lowest | 292 ₹17,228 | 299 ₹17,641 | 250 ₹14,750 | 286 ₹16,874 | 300 ₹17,700 | 255 ₹15,045 | 270 ₹15,930 | 320 ₹18,880 |
| 8.00 | Dismantling rubber gasket joints of spigot and socket pipes of size 150 mm dia, complete all as specified and directed by Engineer-in-Charge. | 59 | Each | 150 ₹8,850 | 125 ₹7,375 | 149 ₹8,791 | 125 ₹7,375 | 136 ₹8,024 | 220 ₹12,980 | 120 ₹7,080 Lowest | 160 ₹9,440 | 190 ₹11,210 |
| 9.00 | Taking up cast iron water mains of size 300 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. | 295 | RM | 750 ₹2,21,250 | 121 ₹35,695 Lowest | 199 ₹58,705 | 200 ₹59,000 | 144 ₹42,480 | 225 ₹66,375 | 165 ₹48,675 | 145 ₹42,775 | 155 ₹45,725 |
| 10.00 | Taking up cast iron water mains of size 150 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. | 295 | RM | 650 ₹1,91,750 | 98 ₹28,910 | 89 ₹26,255 | 120 ₹35,400 | 76 ₹22,420 Lowest | 160 ₹47,200 | 80 ₹23,600 | 100 ₹29,500 | 121 ₹35,695 |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
19 Feb 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 DISTRIBUTION WATER MAINS BESIDES YARADA CIVIL ROAD NEAR L SECTOR AT DOLPHIN HILL UNDER GE (U-II) VISAKHAPATNAM
2026_MES_750493_1
8137(A)
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Garrison Engineer Utility-II Visakhapatnam
As per NIT Conditions
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Utility-II
₹95,000
Yes
6 Apr 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
14 Feb 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 deep and getting out in hard / dense soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. | 400 | CuM | 1.25 | ₹500 |
| - | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. | 320 | CuM | - | - |
| - | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 80 | CuM | 100 | ₹8,000 |
| - | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed.
Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. | 5 | SqM | 53 | ₹265 |
| - | Material and labour for Cutting CI / DI pipes of size 300 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. | 2 | Each Job | 10 | ₹20 |
| - | Material and labour for Cutting CI / DI pipes of size 150 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. | 2 | Each Job | 11 | ₹22 |
| - | Dismantling rubber gasket joints of spigot and socket pipes of size 300 mm dia,complete all as specified and directed by Engineer-in-Charge. | 59 | Each | 11 | ₹649 |
| - | Dismantling rubber gasket joints of spigot and socket pipes of size 150 mm dia, complete all as specified and directed by Engineer-in-Charge. | 59 | Each | 10 | ₹590 |
| - | Taking up cast iron water mains of size 300 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. | 295 | RM | 22 | ₹6,490 |
| - | Taking up cast iron water mains of size 150 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. | 295 | RM | - | - |
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