Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹34.9 L+₹1.7 L (5.19%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹35.1 L+₹2.0 L (5.90%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | PARGAL CONSTRUCTION CO L2 | M/S RAJESH SHARMA & CO. L3 | SIDDAHANT ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas (exceeding 30cm in depth 1.5m width as well as 10sqm on plan) by mechanical means (hydraulic excavator) , n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. | 52.14 | Cum | 150 ₹7,821 | 165 ₹8,603.1 | 131 ₹6,830.34 Lowest |
| 2.00 | Ditto above but Excavating over areas, exc 1.5m and not exc 3.0m deep and getting out in all kind of soil. | 43.46 | Cum | 150 ₹6,519 | 165 ₹7,170.9 | 140 ₹6,084.4 Lowest |
| 3.00 | Excavating in trenches, n exc 1.5 m wide in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m and n exc 3 in depth and getting out in soft/ loose soil. | 0.8 | Cum | 150 ₹120 Lowest | 220 ₹176 | 320 ₹256 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 3 m and n exc 4.5 in depth and getting out in soft/ loose soil. | 3.02 | Cum | 150 ₹453 Lowest | 165 ₹498.3 | 500 ₹1,510 |
| 5.00 | Earth work excavation by mechanical means (hydraulic excavator) in foundation trenches or drain (n exc 1.5m width or 10sqm on plan), n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. | 1,088.86 | Cum | 100 ₹1,08,886 Lowest | 145 ₹1,57,884.7 | 152.24 ₹1,65,768.05 |
| 6.00 | Boring holes 200mm dia 2m depth in soil for perforated pvc pipe upto 8m depth and getting out and disposal of spoil to a distance of n exc. 50m | 2 | Each | 2,200 ₹4,400 Lowest | 5,904 ₹11,808 | 23,000 ₹46,000 |
| 7.00 | M&L For PCC 1:4:8 type D2 in foundations, filling and mass concret | 145.74 | Cum | 3,500 ₹5,10,090 | 2,190 ₹3,19,170.6 Lowest | 2,300 ₹3,35,202 |
| 8.00 | M& L for Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 | 427.22 | Cum | 4,900 ₹20,93,378 Lowest | 5,099 ₹21,78,394.78 | 5,000 ₹21,36,100 |
| 9.00 | M& L for coping with PCC 1:3:6 Type C1 using 20 mm graded aggregate. | 18.12 | Cum | 400 ₹7,248 Lowest | 3,980 ₹72,117.6 | 3,200 ₹57,984 |
| 10.00 | Rendering 15 mm thick in cm 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) | 1,764.64 | Sqm | 210 ₹3,70,574.4 | 190 ₹3,35,281.6 | 176 ₹3,10,576.64 Lowest |
Tender Value
₹38.7 L
EMD Value
₹77,360
Closing Date
27 Apr 2026, 6:00 pmClosed
GE SAMBA
GE SAMBA PIN 184121
PROVN OF RAIN WATER HARVESTING AT UPPER AND LOWER GRN BHIM LINES AT MILITARY STATION SAMBA
2026_MES_759298_1
8166/GE/SMB/T-08/2026-27
Open Tender
Miscellaneous Works
Item Rate
180 days
GE SAMBA
Class D Cat a i
8 documents required · 8 mandatory
₹500
GE SAMBA
₹77,360
Yes
18 Jul 2026
6 Apr 2026
29 Apr 2026
6 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavating over areas (exceeding 30cm in depth 1.5m width as well as 10sqm on plan) by mechanical means (hydraulic excavator) , n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. | - | Cum | - | - |
| - | Ditto above but Excavating over areas, exc 1.5m and not exc 3.0m deep and getting out in all kind of soil. | - | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m and n exc 3 in depth and getting out in soft/ loose soil. | - | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 3 m and n exc 4.5 in depth and getting out in soft/ loose soil. | - | Cum | - | - |
| - | Earth work excavation by mechanical means (hydraulic excavator) in foundation trenches or drain (n exc 1.5m width or 10sqm on plan), n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. | - | Cum | - | - |
| - | Boring holes 200mm dia 2m depth in soil for perforated pvc pipe upto 8m depth and getting out and disposal of spoil to a distance of n exc. 50m | - | Each | - | - |
| - | M&L For PCC 1:4:8 type D2 in foundations, filling and mass concret | - | Cum | - | - |
| - | M& L for Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 | - | Cum | - | - |
| - | M& L for coping with PCC 1:3:6 Type C1 using 20 mm graded aggregate. | - | Cum | - | - |
| - | Rendering 15 mm thick in cm 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) | - | Sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.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 • 0.35 MB
BOQ_850482.xls
BOQ • 0.71 MB
TenderDocuments08.pdf
Tender Documents • 1.04 MB
corrigendum1.pdf
PDF • 0.18 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .