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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder has been quoted reasonable rates | |
| 2 | L2₹35.5 L+₹3.8 L (12.0%)Rejected-Finance PLOT NO 8 5179 SAILASHREE VIHAR CHANDRASEKHARPUR BHUBANESWAR DIST KHURDA ODISHA 751 021 | KHORDHA | ODISHA | 751021 | L2 | Rejected-Finance RATES QUOTED ARE HIGHER THAN L1 |
| Sl No | Description | Qty | Unit | M/s Jai Sree Hari L1 | SMART ENERGY SOLUTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface Dressing not exc 15 cm deep and getting out in any type of soil and clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one meter above ground level) and removing rubbish complete all as specified and directed. | 307.5 | SQM | 50 ₹15,375 Lowest | 50 ₹15,375 Lowest |
| 2.00 | 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 in any type of soil complete all as specified and directed. | 40.8 | CUM | 650 ₹26,520 | 600 ₹24,480 Lowest |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but not exd 3.0 m; 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 in any type of soil complete all as specified and directed. | 8.16 | CUM | 750 ₹6,120 | 610 ₹4,977.6 Lowest |
| 4.00 | Excavating in trenches not exc 1.5m wide and n.exc 1.5 m in depth, for foundations etc, or for shafts, wells, cesspits, manholes, pier holes etc, n.exc 10 square meter on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and directed. | 16.32 | CUM | 1,700 ₹27,744 | 1,500 ₹24,480 Lowest |
| 5.00 | Removing excavated material exc.to a distance n.exc 50m and depositing where directed by engineer-in-charge. | 34.51 | CUM | 280 ₹9,662.8 | 240 ₹8,282.4 Lowest |
| 6.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 CM in any type of soil. | 42.55 | CUM | 140 ₹5,957 Lowest | 195 ₹8,297.25 |
| 7.00 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in cum in foundations, filling and mass concrete complete all as specified | 4.48 | CUM | 6,500 ₹29,120 Lowest | 8,500 ₹38,080 |
| 8.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | 15.55 | CUM | 9,800 ₹1,52,390 Lowest | 11,000 ₹1,71,050 |
| 9.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Beams, cantilevers, Bressummers, lintels over 1.5m span complete all as specified and as directed. | 6.37 | CUM | 10,400 ₹66,248 Lowest | 11,200 ₹71,344 |
| 10.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and as directed. | 6.32 | CUM | 10,800 ₹68,256 Lowest | 11,800 ₹74,576 |
Tender Value
₹32.4 L
EMD Value
₹64,760
Closing Date
30 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER (P) NAVY VIZAG
Garrison Engineer Project Navy Vizag, HQ CE Navy Complex, Station Road, Visakhapatnam AP-530004
CONSTRUCTION OF PM SHRI SINGLE LAB OF SIZE 7.00 x 10.60 METER AT KENDRIYA VIDYALAYA, NAD SUNABEDA
2026_MES_755577_2
8962/E8
Open Tender
Civil Works
Item Rate
180 days
SUNABEDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER (P) NAVY VISAKHAPATNAM
₹64,760
Yes
2 Jul 2026
11 Mar 2026
6 Apr 2026
11 Mar 2026
30 Mar 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface Dressing not exc 15 cm deep and getting out in any type of soil and clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one meter above ground level) and removing rubbish complete all as specified and directed. | 307.5 | SQM | - | - |
| 2 | 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 in any type of soil complete all as specified and directed. | 40.8 | CUM | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but not exd 3.0 m; 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 in any type of soil complete all as specified and directed. | 8.16 | CUM | - | - |
| 4 | Excavating in trenches not exc 1.5m wide and n.exc 1.5 m in depth, for foundations etc, or for shafts, wells, cesspits, manholes, pier holes etc, n.exc 10 square meter on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and directed. | 16.32 | CUM | - | - |
| 5 | Removing excavated material exc.to a distance n.exc 50m and depositing where directed by engineer-in-charge. | 34.51 | CUM | - | - |
| 6 | Returning filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 CM in any type of soil. | 42.55 | CUM | - | - |
| 7 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in cum in foundations, filling and mass concrete complete all as specified | 4.48 | CUM | - | - |
| 8 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | 15.55 | CUM | - | - |
| 9 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Beams, cantilevers, Bressummers, lintels over 1.5m span complete all as specified and as directed. | 6.37 | CUM | - | - |
| 10 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and as directed. | 6.32 | CUM | - | - |
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