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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical BOMDILA WEST KAMENG ARUNACHAL PRADESH PIN 790 001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹37.7 L
EMD Value
₹75,000
Closing Date
28 Jul 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
PROVN OF SHED TO COVER PATHWAY FROM CLB TO FFL APPROX 100 MTR OF 7 GARH RIF AT AHIRGARH, CHEQUERED TILES PATHWAY FROM MAIN ROAD TO OT/EC/4/16-17/0179C DIFFERENCT LOC AT 29 PARA (SF), ROOF FOR FOL STORE OF 223 FD REGT UNDER GE 859 EWS
2026_MES_768892_2
9033/E8
Open Tender
Civil Works
Item Rate
180 days
Baishaki
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹75,000
Yes
30 Jul 2026
16 Jul 2026
29 Jul 2026
16 Jul 2026
28 Jul 2026
23 Jul 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 soft/loose soil complete all as specified and directed. | 293 | 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 hard/dense soil complete all as specified and directed. | 5.76 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 2.19 | Cum | - | - |
| 4 | Excavating in post holes each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedings 25cm watering and removing surplus soil to distance n exc 50 m and making good surface in soft/loose soils complete all as specified and directed. | 48 | Each | - | - |
| 5 | Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. | 9.89 | Cum | - | - |
| 6 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 48 | Cum | - | - |
| 7 | M&L for Hardcore of broken stone or boldours of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. | 42.42 | Cum | - | - |
| 8 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) as in foundation and filling mass concrete complete all as specified and directed by Engr-in-Charge. | 6.48 | Cum | - | - |
| 9 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) as in surface channels and drains complete all as specified and directed by Engr-in-Charge. | 2 | Cum | - | - |
| 10 | M&L for Cement concrete Type C2, 1:3:6 (40mm stone aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed. | 2.35 | Cum | - | - |
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