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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹42.6 L+₹21,248.14 (0.50%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹43.0 L+₹61,326.35 (1.45%)Admitted-Finance CAMP TENGA MARKET P O P S TENGA VALLEY DIST WEST KAMENG ARUNACHAL PRADESH PIN 790 116 | WEST KAMENG | ARUNACHAL PRADESH | 790116 | L3 | Admitted-Finance | |
| 4 | L4₹43.1 L+₹75,061.36 (1.77%)Admitted-Finance BOMDILA WEST KAMENG ARUNACHAL PRADESH PIN 790 001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | L4 | Admitted-Finance | |
| 5 | L5₹43.1 L+₹77,996.51 (1.84%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RAM AWADH SINGH L5 | M/S N D ENTERPRISES L7 | M/S R P M CONSTRUCTION L3 | M/S KUNKAPU ENTERPRISES L6 | Sikha Traders L1 | M/S R N ENTERPRISES L4 | polar agencies L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n, exc 1.5 mtr wide and n, exc 1.5 mtr depth and getting out hard /dence soil, complete all as directed. | 24.88 | Cum | 800 ₹19,904 | 800 ₹19,904 | 790 ₹19,655.2 | 780 ₹19,406.4 | 750 ₹18,660 Lowest | 760 ₹18,908.8 | 785 ₹19,530.8 |
| 2.00 | Excavating over areas, n.exc 1.5 mtr in depth; for foundation etc. and getting out in hard/dense soil as directed and specified by Engr-in-charge. | 19.9 | Cum | 550 ₹10,945 | 542 ₹10,785.8 | 535 ₹10,646.5 | 528 ₹10,507.2 | 520 ₹10,348 Lowest | 525 ₹10,447.5 | 530 ₹10,547 |
| 3.00 | Excavating over areas, exc 1.5 mtr but not exc 3.00 mtr in depth; for foundation etc. and getting out hard/dense soil as directed and specified by Engr-in-charge. | 12 | Cum | 682 ₹8,184 | 682 ₹8,184 | 680 ₹8,160 | 670 ₹8,040 | 650 ₹7,800 Lowest | 675 ₹8,100 | 675 ₹8,100 |
| 4.00 | Excavation in trenches in any type of soil not exc 1.5 mtrs wide and not exc 1.5 mtr in depth for laying of pipe/ cables/ poles/fencing posts etc and getting out soil complete all as specified and as directed. | 68 | Cum | 525 ₹35,700 | 535 ₹36,380 | 530 ₹36,040 | 520 ₹35,360 | 480 ₹32,640 Lowest | 500 ₹34,000 | 525 ₹35,700 |
| 5.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and as directed. | 115.3 | Sqm | 140 ₹16,142 | 148 ₹17,064.4 | 140 ₹16,142 | 135 ₹15,565.5 | 120 ₹13,836 Lowest | 132 ₹15,219.6 | 136 ₹15,680.8 |
| 6.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in hard/dense soil. | 4 | Each | 515 ₹2,060 | 528 ₹2,112 | 520 ₹2,080 | 510 ₹2,040 | 490 ₹1,960 Lowest | 500 ₹2,000 | 515 ₹2,060 |
| 7.00 | Return/filling in including spreading, levelling, watering and well remming in layers n.exc 25 cm complete all specified and directed | 59.05 | Cum | 180 ₹10,629 | 186 ₹10,983.3 | 180 ₹10,629 | 175 ₹10,333.75 | 170 ₹10,038.5 Lowest | 170 ₹10,038.5 Lowest | 180 ₹10,629 |
| 8.00 | Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point.complate all specified and directed | 29.73 | Cum | 422 ₹12,546.06 | 425 ₹12,635.25 | 420 ₹12,486.6 | 410 ₹12,189.3 | 400 ₹11,892 Lowest | 400 ₹11,892 Lowest | 415 ₹12,337.95 |
| 9.00 | Removal of excavated soil to a distance exc.50 Mtr and n.exc. 150 Mtr and deposited as directed by Engineer-in-Charge. | 40.4 | Cum | 445 ₹17,978 | 458 ₹18,503.2 | 450 ₹18,180 | 442 ₹17,856.8 | 420 ₹16,968 Lowest | 440 ₹17,776 | 445 ₹17,978 |
| 10.00 | M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation filling or mass concrete, complete all as specified and directed. | 2.4 | Cum | 7,280 ₹17,472 | 7,280 ₹17,472 | 7,270 ₹17,448 | 7,260 ₹17,424 | 7,200 ₹17,280 Lowest | 7,250 ₹17,400 | 7,265 ₹17,436 |
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
11 Sept 2026, 6:00 pmClosed
GE TENGA
GE TENGA PIN-790116 C/O 99 APO
PROVN OF STORE NEAR OR MESS AT MTN ARTY BDE SIG COY, 02XTOILET ALONGWITH URINAL AT UKDD NEAR TOP/21/01 OF MARATHA LI, 01XTOILET BLOCK WITH 04XWESTERN COMMODES AND SPL REPAIR TO BLDG NO LP-372 AT LOWER DAHUNG OF AGE B/R AND AGE E/M UNDER GE TENGA
2026_MES_785711_1
8255/E8
Open Tender
Civil Works
Item Rate
180 days
GE TENGA
PLS REF NIT
7 documents required · 7 mandatory
₹500
GE TENGA
₹75,000
Yes
14 Oct 2026
21 Aug 2026
18 Sept 2026
21 Aug 2026
11 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n, exc 1.5 mtr wide and n, exc 1.5 mtr depth and getting out hard /dence soil, complete all as directed. | - | Cum | - | - |
| 2 | Excavating over areas, n.exc 1.5 mtr in depth; for foundation etc. and getting out in hard/dense soil as directed and specified by Engr-in-charge. | - | Cum | - | - |
| 3 | Excavating over areas, exc 1.5 mtr but not exc 3.00 mtr in depth; for foundation etc. and getting out hard/dense soil as directed and specified by Engr-in-charge. | 12 | Cum | - | - |
| 4 | Excavation in trenches in any type of soil not exc 1.5 mtrs wide and not exc 1.5 mtr in depth for laying of pipe/ cables/ poles/fencing posts etc and getting out soil complete all as specified and as directed. | - | Cum | - | - |
| 5 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and as directed. | - | Sqm | - | - |
| 6 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in hard/dense soil. | - | Each | - | - |
| 7 | Return/filling in including spreading, levelling, watering and well remming in layers n.exc 25 cm complete all specified and directed | - | Cum | - | - |
| 8 | Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point.complate all specified and directed | - | Cum | - | - |
| 9 | Removal of excavated soil to a distance exc.50 Mtr and n.exc. 150 Mtr and deposited as directed by Engineer-in-Charge. | 40.4 | Cum | - | - |
| 10 | M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation filling or mass concrete, complete all as specified and directed. | 2.4 | Cum | - | - |
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