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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-Finance | ₹18.8 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹19.6 L+₹86,401.53 (4.61%)Accepted-Finance | ₹19.6 L+₹86,401.53 (4.61%) | L2 | Accepted-Finance Admitted |
| 3 | L3₹22.2 L+₹3.4 L (18.3%)Accepted-Finance | ₹22.2 L+₹3.4 L (18.3%) | L3 | Accepted-Finance Admitted |
| 4 | L4₹30.6 L+₹11.8 L (63.2%)Accepted-Finance | ₹30.6 L+₹11.8 L (63.2%) | L4 | Accepted-Finance Admitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not enlisted in a(ii) category not admitted |
| Sl No | Description | Qty | Unit | CH.VENKATARAMANA L1 | DURGA MANIKANTA CIVIL AND ELECTRICAL WORKS L4 | PRAHJVAL CONSTRUCTIONS L2 | VEEKSHITH ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | |||||||
| 1.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed | 112.7 | Cum | 400 ₹45,080 | 370 ₹41,699 | 300 ₹33,810 Lowest | 650 ₹73,255 |
| 2.00 | Demolition and breaking up including removing salt glazed stoneware pipe 150mm bore (internal) with concrete bedding and haunching and removing material from premises complete including necessary earth work as required all as specified and directed. | 410 | Rm | 80 ₹32,800 | 25 ₹10,250 Lowest | 35 ₹14,350 | 97 ₹39,770 |
| 3.00 | M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. Complete all as specified and directed | 280.95 | Cum | 450 ₹1,26,427.5 | 360 ₹1,01,142 | 310 ₹87,094.5 Lowest | 350 ₹98,332.5 |
| 4.00 | M&L Demolition ofCement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing debris outside MD land complete all as specified and directed. | 7.56 | Cum | 550 ₹4,158 | 550 ₹4,158 | 500 ₹3,780 Lowest | 950 ₹7,182 |
| 5.00 | M&L for PCC 1:4:8 type D2 as in foundations, filling and mass concrete. | 7.56 | Cum | 5,000 ₹37,800 | 3,500 ₹26,460 Lowest | 4,000 ₹30,240 | 4,000 ₹30,240 |
| 6.00 | M&L for cement concrete bed to drain pipe 150mm bore (Internal) in cement concrete (1:3:6) type C-2 with using 40mm graded crushed stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested all complete all as specified and directed. | 58.6 | Rm | 145 ₹8,497 Lowest | 225 ₹13,185 | 400 ₹23,440 | 550 ₹32,230 |
| 7.00 | M&L for cement concrete bed to drain pipe 200mm bore (Internal) in cement concrete (1:3:6) type C-2 with using 40mm graded crushed stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested all complete all as specified and directed. | 336 | Rm | 200 ₹67,200 Lowest | 230 ₹77,280 | 450 ₹1,51,200 | 555 ₹1,86,480 |
| 8.00 | M&L for Reinforced concrete pipes 150mm dia (internal), class NP3, laid and jointed complete with collars as in sewage lines laid in trenches and jointed complete | 60 | Rm | 515 ₹30,900 | 867 ₹52,020 | 500 ₹30,000 Lowest | 600 ₹36,000 |
| 9.00 | M&L for Reinforced concrete pipes 200mm dia (internal), class NP3, laid and jointed complete with collars as in sewage lines laid in trenches and jointed complete | 350 | Rm | 700 ₹2,45,000 | 925 ₹3,23,750 | 750 ₹2,62,500 | 620 ₹2,17,000 Lowest |
Tender Value
₹30.8 L
EMD Value
₹61,500
Closing Date
13 Jul 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
SPECIAL REPAIRS TO ENTIRE SEWAGE LINES OF SAILORS MESS P-120 DSC LINES P-46 and 47 ADMIN BLDG P-97 TO MT SECTION P-18 AT BASE VICTUALLING YARD VISAKHAPATNAM
2026_MES_767377_1
8593GEND/E8
Open Tender
Civil Works
Item Rate
60 days
Visakhapatnam
PLEASE REFER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Garrison Engineer Naval Depot
₹61,500
Yes
20 Aug 2026
23 May 2026
16 Jul 2026
23 May 2026
13 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed | - | Cum | 1.25 | - |
| 2Demolition and breaking up including removing salt glazed stoneware pipe 150mm bore (internal) with concrete bedding and haunching and removing material from premises complete including necessary earth work as required all as specified and directed. | |||||
| 3 | M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. Complete all as specified and directed | 1 | Cum | 100 | ₹99.9 |
| 4 | M&L Demolition of Concrete in ground floors andpavings n exc 15 cm thickness(below or above ground level all as specified and directed. | 1 | Cum | 53 | ₹52.95 |
| 5 | M&L for PCC 1:4:8 type D2 as in foundations, filling and mass concrete. | 1 | Cum | 10 | ₹9.99 |
| 6 | M&L for cement concrete bed to drain pipe 150mm bore (Internal) in cement concrete (1:3:6) type C-2 with using 40mm graded crushed stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested all complete all as specified and directed. | - | Rm | 11 | - |
| 7 | M&L for cement concrete bed to drain pipe 200mm bore (Internal) in cement concrete (1:3:6) type C-2 with using 40mm graded crushed stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested all complete all as specified and directed. | - | Rm | 1.25 | - |
| 8M&L for Reinforced concrete pipes 150mm dia (internal), class NP3, laid and jointed complete with collars as in sewage lines laid in trenches and jointed complete | |||||
| 9 | M&L for Reinforced concrete pipes 200mm dia (internal), class NP3, laid and jointed complete with collars as in sewage lines laid in trenches and jointed complete | - | Rm | 100 | - |
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