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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-AOC 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹23.3 L+₹95,398 (4.26%)Rejected-Finance D NO 71 31 950 CHINTALALOVA GANDHIGRAM POST VISAKHAPATNAM 530005 | VISAKHAPATANAM | ANDHRA PRADESH | 530005 | L2 | Rejected-Finance Not Being Loest Bidder | |
| 3 | L3₹23.6 L+₹1.3 L (5.59%)Rejected-Finance | L3 | Rejected-Finance Not Being Loest Bidder | |
| 4 | L4₹24.7 L+₹2.3 L (10.3%)Rejected-Finance | L4 | Rejected-Finance Not Being Loest Bidder | |
| 5 | L5₹24.9 L+₹2.5 L (11.1%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L5 | Rejected-Finance Not Being Loest Bidder |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L7 | SIRI CONSTRUCTION L8 | CH.VENKATARAMANA L3 | SRI SAI MANIKANTA ENTERPRISES L5 | GVR CONSTRUCTIONS L1 | CHAITANYA CONSTRUCTIONS L9 | ESWARA ENGINEERING CONSTRUCTIONS L2 | SRI LAKSHMI GANAPATHI CONSTRUCTIONS L4 | Prasad and Suresh Constructions L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. | 300 | CuM | 280 ₹84,000 | 190 ₹57,000 | 585 ₹1,75,500 | 410 ₹1,23,000 | 266 ₹79,800 | 410 ₹1,23,000 | 150 ₹45,000 Lowest | 250 ₹75,000 | 360 ₹1,08,000 |
| 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. | 270 | CuM | 210 ₹56,700 | 55 ₹14,850 Lowest | 160 ₹43,200 | 79 ₹21,330 | 82 ₹22,140 | 170 ₹45,900 | 100 ₹27,000 | 99 ₹26,730 | 144 ₹38,880 |
| 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. | 30 | CuM | 260 ₹7,800 | 154 ₹4,620 | 600 ₹18,000 | 349 ₹10,470 | 132 ₹3,960 | 300 ₹9,000 | 100 ₹3,000 Lowest | 189 ₹5,670 | 180 ₹5,400 |
| 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. | 100 | SqM | 250 ₹25,000 | 910 ₹91,000 | 1,000 ₹1,00,000 | 129 ₹12,900 Lowest | 600 ₹60,000 | 900 ₹90,000 | 550 ₹55,000 | 999 ₹99,900 | 360 ₹36,000 |
| 5.00 | Taking up or down steel tubing and connections of size 40 mm / 50 mm / 65 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. | 2,023 | RM | 140 ₹2,83,220 | 64 ₹1,29,472 | 25 ₹50,575 | 15 ₹30,345 Lowest | 18 ₹36,414 | 75 ₹1,51,725 | 18 ₹36,414 | 15 ₹30,345 Lowest | 27 ₹54,621 |
| 6.00 | Taking up or down steel tubing and connections of size 25 mm / 32 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. | 578 | RM | 130 ₹75,140 | 55 ₹31,790 | 20 ₹11,560 | 10 ₹5,780 Lowest | 16 ₹9,248 | 40 ₹23,120 | 15 ₹8,670 | 15 ₹8,670 | 18 ₹10,404 |
| 7.00 | Supplying, laying, jointing, testing and commissioning of 75 mm outer dia 3- layer PP-R Polypropylene random copolymer) pipes (confirm to IS 15801: 2008) SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings (confirm to DIN 16962) such as elbows, Sockets, Tee, Cross Tee, Crossover, wall clamp, end cap, union, brass union, flange, brass tank connector, PP-R tank connector, plug, Long plug with O-ring, female / male threaded sockets, female/male threaded elbows/ female/male threaded Tee, Reduction Sockets, Reduction elbows etc clamps and supports, with joints using approved sealing material, complete with cutting, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. | 1,153 | RM | 888 ₹10,23,864 | 910 ₹10,49,230 | 1,000 ₹11,53,000 | 1,248 ₹14,38,944 | 992 ₹11,43,776 | 1,200 ₹13,83,600 | 1,050 ₹12,10,650 | 850 ₹9,80,050 Lowest | 1,080 ₹12,45,240 |
| 8.00 | All as per item No. 7.00 here-in-before but of size 63 mm outer dia | 330 | RM | 550 ₹1,81,500 Lowest | 910 ₹3,00,300 | 743 ₹2,45,190 | 839 ₹2,76,870 | 715 ₹2,35,950 | 900 ₹2,97,000 | 800 ₹2,64,000 | 699 ₹2,30,670 | 810 ₹2,67,300 |
| 9.00 | All as per item No. 7.00 here-in-before but of size 50 mm outer dia | 540 | RM | 475 ₹2,56,500 | 730 ₹3,94,200 | 450 ₹2,43,000 Lowest | 549 ₹2,96,460 | 450 ₹2,43,000 Lowest | 650 ₹3,51,000 | 520 ₹2,80,800 | 599 ₹3,23,460 | 630 ₹3,40,200 |
| 10.00 | All as per item No. 7.00 here-in-before but of size 32 mm outer dia | 578 | RM | 265 ₹1,53,170 | 370 ₹2,13,860 | 250 ₹1,44,500 | 229 ₹1,32,362 | 168 ₹97,104 Lowest | 320 ₹1,84,960 | 195 ₹1,12,710 | 499 ₹2,88,422 | 360 ₹2,08,080 |
Tender Value
₹31 L
EMD Value
₹62,000
Closing Date
10 Apr 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
ADDITION AND ALTERATION FOR REPLACEMENT OF CORRODED GI PIPE LINES AND ALLIED WORKS AT C- SECTOR DOLPHIN HILL UNDER GE (U-II) VISAKHAPATNAM
2026_MES_757109_1
8144(A)
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Garrison Engineer Utility-II Visakhapatnam
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer Utility-II
₹62,000
Yes
26 May 2026
20 Mar 2026
11 Apr 2026
20 Mar 2026
10 Apr 2026
5 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. | - | CuM | - | - |
| - | 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. | - | 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. | - | CuM | - | - |
| - | 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. | - | SqM | - | - |
| - | Taking up or down steel tubing and connections of size 40 mm / 50 mm / 65 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. | - | RM | - | - |
| - | Taking up or down steel tubing and connections of size 25 mm / 32 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. | - | RM | - | - |
| - | Supplying, laying, jointing, testing and commissioning of 75 mm outer dia 3- layer PP-R Polypropylene random copolymer) pipes (confirm to IS 15801: 2008) SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings (confirm to DIN 16962) such as elbows, Sockets, Tee, Cross Tee, Crossover, wall clamp, end cap, union, brass union, flange, brass tank connector, PP-R tank connector, plug, Long plug with O-ring, female / male threaded sockets, female/male threaded elbows/ female/male threaded Tee, Reduction Sockets, Reduction elbows etc clamps and supports, with joints using approved sealing material, complete with cutting, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. | - | RM | - | - |
| - | All as per item No. 7.00 here-in-before but of size 63 mm outer dia | - | RM | - | - |
| - | All as per item No. 7.00 here-in-before but of size 50 mm outer dia | - | RM | - | - |
| - | All as per item No. 7.00 here-in-before but of size 32 mm outer dia | - | RM | - | - |
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