Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC | ₹35.4 L | L1 | Accepted-AOC THE LOWEST BIDDER |
| 2 | L2₹37.7 LRejected-Finance | ₹37.7 L | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 3 | L3₹38.3 LRejected-Finance | ₹38.3 L | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 4 | L4₹41.6 LRejected-Finance | ₹41.6 L | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | pavan putra enterprises L4 | P SRINIVASA RAO L2 | SRK PROFESSIONAL ENGINEERING L1 | AADHITYA ASSOCIATES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for site clearence in soft / loose soil including cleaning away all grass, vegetation, sapling, shrubs, brushwood, undergrowth, roots and trees not exceeding 30cm girth (measured one meter above ground level) and removing rubbish up to a distance of 50 m outside the periphery complete all as specified and directed. | 2,234 | Sqm | 18 ₹40,212 | 36 ₹80,424 | 85 ₹1.9 L | 40 ₹89,360 |
| 2.00 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as directed. | 43.41 | Cum | 260 ₹11,286.60 | 279 ₹12,111.39 | 150 ₹6,511.50 | 415 ₹18,015.15 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 99.79 | Cum | 260 ₹25,945.40 | 279 ₹27,841.41 | 160 ₹15,966.40 | 452 ₹45,105.08 |
| 4.00 | M & L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 19.57 | Cum | 5,000 ₹97,850 | 3,699 ₹72,389.43 | 3,599 ₹70,432.43 | 4,888 ₹95,658.16 |
| 5.00 | M&L for hard core of broken stone or boulder, gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed. | 110.38 | Cum | 2,100 ₹2.3 L | 1,449 ₹1.6 L | 1,599 ₹1.8 L | 1,525 ₹1.7 L |
| 6.00 | M&L for precast cement concrete block masonary build with solid block of PCC 1:3:6 type C1 (Using 20mm graded stone aggregate) exceeding 10 cm in width , set in cement mortar 1:6 complete all as specified and directed. | 69.76 | Cum | 441 ₹30,764.16 | 7,749 ₹5.4 L | 5,299 ₹3.7 L | 6,825 ₹4.8 L |
| 7.00 | M & L for 100 mm thick PCC 1:4:8, type D2, (using 40mm graded stone aggregate) as in sub- base floor finished the surface fair and rough to receive subsequent layer with and including necessary formwork complete all as specified and as directed. | 12.56 | Sqm | 5,500 ₹69,080 | 369 ₹4,634.64 | 329 ₹4,132.24 | 362 ₹4,546.72 |
| 8.00 | M& L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in foundation for post and similar work complete all as specified and directed. | 4.43 | Cum | 7,300 ₹32,339 | 5,499 ₹24,360.57 | 5,799 ₹25,689.57 | 5,499 ₹24,360.57 |
| 9.00 | M&L for RCC 1:1.5:3 type A1 (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | 0.8 | Cum | 7,500 ₹6,000 | 6,669 ₹5,335.20 | 6,999 ₹5,599.20 | 7,852 ₹6,281.60 |
| 10.00 | M&L for RCC 1:1.5:3 type A1 (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 0.74 | Cum | 7,500 ₹5,550 | 6,669 ₹4,935.06 | 6,999 ₹5,179.26 | 7,852 ₹5,810.48 |
Updated dates
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
7 May 2026, 6:00 pmClosed
GE (I) (CG )Vizag
GE (I) (CG) Vizag Military Engineer Services CGWO Building Co Fleet Mail Office Visakhapatnam 530 014
PROVISION OF CHILDREN PARK WALKING TRACK AND GREEN SPACES AT 4.1 ACRES OFFICERS MARRIED ACCOMMODATION AT ICGS KAKINADA UNDER GE (I) (CG) VIZAG
2026_MES_759489_1
GE(I)CG/VIZ/TOKEN/96 OF 2025-26
Open Tender
Civil Works
180 days
Kakinada
As per Tender Documents
8 documents required · 8 mandatory
₹500
Yes
GE (I) (CG) Vizag
₹86,600
Yes
29 May 2026
8 Apr 2026
9 May 2026
8 Apr 2026
7 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for site clearence in soft / loose soil including cleaning away all grass, vegetation, sapling, shrubs, brushwood, undergrowth, roots and trees not exceeding 30cm girth (measured one meter above ground level) and removing rubbish up to a distance of 50 m outside the periphery complete all as specified and directed. | - | Sqm | - | - |
| 2 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as directed. | - | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| 4 | M & L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| 5 | M&L for hard core of broken stone or boulder, gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for precast cement concrete block masonary build with solid block of PCC 1:3:6 type C1 (Using 20mm graded stone aggregate) exceeding 10 cm in width , set in cement mortar 1:6 complete all as specified and directed. | - | Cum | - | - |
| 7 | M & L for 100 mm thick PCC 1:4:8, type D2, (using 40mm graded stone aggregate) as in sub- base floor finished the surface fair and rough to receive subsequent layer with and including necessary formwork complete all as specified and as directed. | - | Sqm | - | - |
| 8 | M& L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in foundation for post and similar work complete all as specified and directed. | - | Cum | - | - |
| 9 | M&L for RCC 1:1.5:3 type A1 (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | - | Cum | - | - |
| 10 | M&L for RCC 1:1.5:3 type A1 (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | - | Cum | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.60 MB
BOQ_850694.xls
BOQ • 0.45 MB
8467Tender96.pdf
Tender Documents • 1.86 MB
Download all tender documents and submit your bid