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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAdmitted-Finance | ₹42.7 L | L1 | Admitted-Finance |
| 2 | L2₹42.9 L+₹19,091.02 (0.45%)Admitted-Finance PO PS BOMDILA DISTT WEST KAMENG ARUNACHAL PRADESH 790001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | ₹42.9 L+₹19,091.02 (0.45%) | L2 | Admitted-Finance |
| 3 | L3₹43.3 L+₹61,841.91 (1.45%)Admitted-Finance | ₹43.3 L+₹61,841.91 (1.45%) | L3 | Admitted-Finance |
| 4 | L4₹44.4 L+₹1.7 L (4.05%)Admitted-Finance | ₹44.4 L+₹1.7 L (4.05%) | L4 | Admitted-Finance |
| 5 | L5₹45.0 L+₹2.3 L (5.49%)Admitted-Finance | ₹45.0 L+₹2.3 L (5.49%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Paramount Association of India L2 | M/S R P M CONSTRUCTION L7 | M/s 99 Enterprise of India L1 | M/S MURPHEW ENTERPRISES L5 | D.P. Traders L4 | M/S HIGHLANDERS ASSOCIATE OF HIMALAYAS L3 | polar agencies L8 | M/S R N ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 by Engr-in-Charge. | 120 | Sqm | 90 ₹10,800 | 155 ₹18,600 | 80 ₹9,600 Lowest | 150 ₹18,000 | 155 ₹18,600 | 100 ₹12,000 | 170 ₹20,400 | 160 ₹19,200 |
| 2.00 | 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 any type of soil complete all as specified and directed. | 101 | Each | 500 ₹50,500 | 15 ₹1,515 Lowest | 454 ₹45,854 | 520 ₹52,520 | 505 ₹51,005 | 454 ₹45,854 | 550 ₹55,550 | 530 ₹53,530 |
| 3.00 | 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. | 6 | Cum | 980 ₹5,880 | 1,010 ₹6,060 | 960 ₹5,760 Lowest | 1,030 ₹6,180 | 1,000 ₹6,000 | 960 ₹5,760 Lowest | 1,090 ₹6,540 | 1,070 ₹6,420 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 2.27 | Cum | 200 ₹453.24 | 270 ₹611.87 | 197 ₹446.44 Lowest | 205 ₹464.57 | 202 ₹457.77 | 197 ₹446.44 Lowest | 250 ₹566.55 | 220 ₹498.56 |
| 5.00 | 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 by Engr-in-Charge. | 21.8 | Cum | 550 ₹11,990 | 535 ₹11,663 | 454 ₹9,897.2 Lowest | 510 ₹11,118 | 500 ₹10,900 | 500 ₹10,900 | 560 ₹12,208 | 540 ₹11,772 |
| 6.00 | M&L for Hardcore of gauge n exc. 63mm (of broken stone or boulders), deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. | 18.7 | Cum | 2,940 ₹54,978 Lowest | 3,100 ₹57,970 | 2,940 ₹54,978 Lowest | 3,050 ₹57,035 | 3,030 ₹56,661 | 3,000 ₹56,100 | 3,250 ₹60,775 | 3,100 ₹57,970 |
| 7.00 | 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. | 1.36 | Cum | 7,700 ₹10,472 Lowest | 8,250 ₹11,220 | 7,786 ₹10,588.96 | 8,100 ₹11,016 | 8,000 ₹10,880 | 7,786 ₹10,588.96 | 8,330 ₹11,328.8 | 8,200 ₹11,152 |
| 8.00 | 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. | 21.82 | Cum | 9,300 ₹2,02,888.8 Lowest | 10,500 ₹2,29,068 | 9,333 ₹2,03,608.73 | 10,200 ₹2,22,523.2 | 10,000 ₹2,18,160 | 9,333 ₹2,03,608.73 | 11,000 ₹2,39,976 | 10,500 ₹2,29,068 |
| 9.00 | Providing cement concrete Type B1 1:2:4 (20mm graded aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge. | 1.54 | Cum | 11,883 ₹18,278.91 Lowest | 12,200 ₹18,766.53 | 11,883 ₹18,278.91 Lowest | 12,300 ₹18,920.35 | 12,100 ₹18,612.7 | 11,883 ₹18,278.91 Lowest | 12,000 ₹18,458.88 | 12,500 ₹19,228 |
| 10.00 | M&L for Type B1, 1:2:4 (20mm graded aggregate) Pre-cast cement concrete with hollow block masonry, exc. 10 cm in width and setting in CM 1:6, complete complete all as specified and directed by Engr-in-Charge. | 11.5 | Cum | 10,000 ₹1,15,020 | 10,700 ₹1,23,071.4 | 9,905 ₹1,13,927.31 Lowest | 10,000 ₹1,15,020 | 10,000 ₹1,15,020 | 9,905 ₹1,13,927.31 Lowest | 11,000 ₹1,26,522 | 10,600 ₹1,21,921.2 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
15 Jun 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
PROVN OF VARIOUS REV WORK AND MINOR WORK UNDER GE 859 EWS TAWANG
2026_MES_766357_1
9024/E8
Open Tender
Civil Works
Item Rate
180 days
TAWANG
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹85,000
Yes
17 Jun 2026
25 May 2026
16 Jun 2026
25 May 2026
15 Jun 2026
8 Jun 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 by Engr-in-Charge. | 120 | Sqm | - | - |
| 2 | 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 any type of soil complete all as specified and directed. | 101 | Each | - | - |
| 3 | 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. | 6 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 2.27 | Cum | - | - |
| 5 | 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 by Engr-in-Charge. | 21.8 | Cum | - | - |
| 6 | M&L for Hardcore of gauge n exc. 63mm (of broken stone or boulders), deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. | 18.7 | Cum | - | - |
| 7 | 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. | 1.36 | Cum | - | - |
| 8 | 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. | 21.82 | Cum | - | - |
| 9 | Providing cement concrete Type B1 1:2:4 (20mm graded aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge. | 1.54 | Cum | - | - |
| 10 | M&L for Type B1, 1:2:4 (20mm graded aggregate) Pre-cast cement concrete with hollow block masonry, exc. 10 cm in width and setting in CM 1:6, complete complete all as specified and directed by Engr-in-Charge. | 11.5 | Cum | - | - |
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