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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹59.0 L+₹1.8 L (3.19%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹63.1 L+₹6.0 L (10.5%)Rejected-Finance D NO 38 22 40 NEAR LAKSHMI NARASHIMA THEATER 104 AREA VISAKHAPATNAM 530007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹63.6 L+₹6.5 L (11.3%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | AYYAPPA CONSTRUCTIONS L3 | DHANA CONSTRUCTIONS L2 | PAVANI INFRAS L1 | HARSHA CONSTRUCTIONS AND ENGINEERING WORKS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and as directed. | 390.25 | Sqm | 101 ₹39,415.25 | 24 ₹9,366 Lowest | 99 ₹38,634.75 | 100 ₹39,025 |
| 2.00 | Excavating over areas, n.exc 1.5 m deep and getting out in hard and dense soil complete all as specified and as directed. | 332.76 | Cum | 600 ₹1,99,656 | 250 ₹83,190 Lowest | 500 ₹1,66,380 | 510 ₹1,69,707.6 |
| 3.00 | M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. | 18.29 | Cum | 6,100 ₹1,11,569 | 7,000 ₹1,28,030 | 6,000 ₹1,09,740 Lowest | 6,000 ₹1,09,740 Lowest |
| 4.00 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth foundation, or not exc 10 Sqm on plan & getting out in hard/dense soil complete all as specified and directed. | 15.14 | Cum | 680 ₹10,295.2 | 250 ₹3,785 Lowest | 650 ₹9,841 | 660 ₹9,992.4 |
| 5.00 | M&L for 100mm thick PCC 1:4:8 Type D-2 (Using 40mm graded stone aggregate as in sub base) complete all as specified and directed. | 26.22 | Sqm | 570 ₹14,945.4 | 420 ₹11,012.4 Lowest | 550 ₹14,421 | 560 ₹14,683.2 |
| 6.00 | M&L for Rolling and consolidating formation surfaces in cutting with power roller 8-12 tonne complete all as specified and directed. | 25.24 | 10 Sqm | 420 ₹10,600.8 | 520 ₹13,124.8 | 400 ₹10,096 Lowest | 410 ₹10,348.4 |
| 7.00 | M&L for Moorum / red bajri filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 37.86 | Cum | 850 ₹32,181 | 1,600 ₹60,576 | 800 ₹30,288 Lowest | 800 ₹30,288 Lowest |
| 8.00 | M&L for Hardcore / broken stone or boulders of gauge exc 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. | 37.87 | Cum | 2,650 ₹1,00,355.5 | 2,400 ₹90,888 Lowest | 2,600 ₹98,462 | 2,600 ₹98,462 |
| 9.00 | M&L for 150mm thick PCC 1:4:8 Type D-2 (Using 40mm graded stone agg as in sub base) complete all as specified and directed. | 252.42 | Sqm | 800 ₹2,01,936 | 550 ₹1,38,831 Lowest | 775 ₹1,95,625.5 | 780 ₹1,96,887.6 |
| 10.00 | M&L for Cement concrete work in pavement / hard standing of flexural strength 40 Kg/ square centimetre in field, using 400 Kg of cement per Cum thickness of concrete 25 cm or less including use of form work all as specified and directed. | 50.48 | Cum | 8,000 ₹4,03,840 | 7,000 ₹3,53,360 Lowest | 8,000 ₹4,03,840 | 8,000 ₹4,03,840 |
Tender Value
₹51.1 L
EMD Value
₹1.0 L
Closing Date
1 Jun 2026, 6:00 pmClosed
CWE AF Trivandrum
HQ CWE AF TRIVANDRUM HQ SAC IAF Complex Akkulam Thruvikkal Post Trivandrum 11
PROVN OF WORK SERVICES FOR PLACING AND OPERATION OF IRON EQUIPMENT AT VIZAG AT AFS SURYALANKA.
2026_MES_763561_1
82656/E8
Open Tender
Civil Works
Item Rate
180 days
AGE I AF Suryalanka
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
AGE I AF Suryalanka
₹1.0 L
Yes
29 Jun 2026
5 May 2026
3 Jun 2026
5 May 2026
1 Jun 2026
26 May 2026
5 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and as directed. | 390.25 | Sqm | - | - |
| 2 | Excavating over areas, n.exc 1.5 m deep and getting out in hard and dense soil complete all as specified and as directed. | 332.76 | Cum | - | - |
| 3 | M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. | 18.29 | Cum | - | - |
| 4 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth foundation, or not exc 10 Sqm on plan & getting out in hard/dense soil complete all as specified and directed. | 15.14 | Cum | - | - |
| 5 | M&L for 100mm thick PCC 1:4:8 Type D-2 (Using 40mm graded stone aggregate as in sub base) complete all as specified and directed. | 26.22 | Sqm | - | - |
| 6 | M&L for Rolling and consolidating formation surfaces in cutting with power roller 8-12 tonne complete all as specified and directed. | 25.24 | 10 Sqm | - | - |
| 7 | M&L for Moorum / red bajri filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 37.86 | Cum | - | - |
| 8 | M&L for Hardcore / broken stone or boulders of gauge exc 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. | 37.87 | Cum | - | - |
| 9 | M&L for 150mm thick PCC 1:4:8 Type D-2 (Using 40mm graded stone agg as in sub base) complete all as specified and directed. | 252.42 | Sqm | - | - |
| 10 | M&L for Cement concrete work in pavement / hard standing of flexural strength 40 Kg/ square centimetre in field, using 400 Kg of cement per Cum thickness of concrete 25 cm or less including use of form work all as specified and directed. | 50.48 | Cum | - | - |
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