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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAdmitted-Finance | ₹43.2 L | L1 | Admitted-Finance |
| 2 | L2₹44.1 L+₹97,562.08 (2.26%)Admitted-Finance | ₹44.1 L+₹97,562.08 (2.26%) | L2 | Admitted-Finance |
| 3 | L3₹45.2 L+₹2.0 L (4.74%)Admitted-Finance | ₹45.2 L+₹2.0 L (4.74%) | L3 | Admitted-Finance |
| 4 | L4₹46.2 L+₹3.1 L (7.12%)Admitted-Finance | ₹46.2 L+₹3.1 L (7.12%) | L4 | Admitted-Finance |
| 5 | L5₹47.0 L+₹3.8 L (8.91%)Admitted-Finance | ₹47.0 L+₹3.8 L (8.91%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ACE BUILDERS L4 | M/S RHEGON CONSTRUCTION L3 | M/S N T ENTERPRISES L5 | M/S JIMBA ENTERPRISES L2 | M/S D L ENTERPRISES L1 | L T CONSTRUCTION L8 | M/S TENZIN CONSTRUCTION L6 | M/S JORDAN ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard soil | 202.78 | Sqm | 100.81 ₹20,441.25 | 97.87 ₹19,845.88 | 104.84 ₹21,258.9 | 96.9 ₹19,649.38 | 95 ₹19,264.1 Lowest | 108.84 ₹22,071.05 | 104.31 ₹21,152.61 | 105.88 ₹21,469.9 |
| 2.00 | 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 hard soil | 209.37 | Cum | 935.91 ₹1,95,950.72 | 899.91 ₹1,88,414.16 | 949.94 ₹1,98,889.98 | 891 ₹1,86,548.67 Lowest | 900 ₹1,88,433 | 1,006.57 ₹2,10,744.62 | 973.69 ₹2,03,862.23 | 1,012.64 ₹2,12,016.72 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m nexe 3 mtr 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 hard soil | 81.42 | Cum | 970.3 ₹79,001.74 | 980.1 ₹79,799.74 | 960.6 ₹78,211.73 | 990 ₹80,605.8 | 1,000 ₹81,420 | 969.72 ₹78,954.97 | 950.99 ₹77,429.61 | 941.48 ₹76,655.31 Lowest |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 36.58 | Cum | 188.24 ₹6,885.76 | 192.08 ₹7,026.29 | 184.47 ₹6,748.05 | 196 ₹7,169.68 | 200 ₹7,316 | 180.71 ₹6,610.44 | 180.78 ₹6,613.08 | 177.17 ₹6,480.82 Lowest |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m | 276.49 | Cum | 535.96 ₹1,48,184.13 | 505.62 ₹1,39,796.35 | 568.11 ₹1,57,075.17 | 477 ₹1,31,883.35 | 450 ₹1,24,418.25 Lowest | 663.87 ₹1,83,549.25 | 602.2 ₹1,66,499.68 | 638.33 ₹1,76,489.67 |
| 6.00 | M&L for Hardcore of broken stone or boulders of gauge not exc 63mm. Deposied, spread and levelled iin layer not exc 15cm thick, watered and rammed to a true surface concrete, complete all as specified and directed by Engr-in-Charge. | 17.48 | Cum | 3,262.11 ₹57,019.97 | 3,136.64 ₹54,826.9 | 3,392.59 ₹59,300.77 | 3,016 ₹52,718.17 | 2,900 ₹50,690.55 Lowest | 3,889.59 ₹67,988.1 | 3,528.29 ₹61,672.8 | 3,669.43 ₹64,139.72 |
| 7.00 | M&L for plain cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 1.8 | Cum | 8,834.56 ₹15,902.2 | 8,661.33 ₹15,590.39 | 9,011.25 ₹16,220.25 | 8,491.5 ₹15,284.7 | 8,325 ₹14,985 Lowest | 9,469.06 ₹17,044.3 | 9,191.47 ₹16,544.65 | 9,375.3 ₹16,875.54 |
| 8.00 | 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. | 20.14 | Cum | 9,787.86 ₹1,97,147.07 | 9,690.95 ₹1,95,195.11 | 9,885.74 ₹1,99,118.54 | 9,595 ₹1,93,262.49 | 9,500 ₹1,91,349 Lowest | 10,790.35 ₹2,17,339.28 | 9,984.6 ₹2,01,109.72 | 10,084.44 ₹2,03,120.82 |
| 9.00 | M&L for cement concrete type B1, 1:2:4 (20 mm graged aggregate) in surface channels and drains complete all as specified and directed by Engr-in-Charge. | 5.06 | Cum | 8,670.39 ₹43,893.87 | 8,938.55 ₹45,251.41 | 8,410.28 ₹42,577.05 | 9,215 ₹46,650.94 | 9,500 ₹48,093.75 | 7,794.54 ₹39,459.84 Lowest | 8,157.97 ₹41,299.74 | 7,913.23 ₹40,060.75 |
| 10.00 | M&L for PCC Type B1, 1:2:4 (20mm graded aggregate) 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 by Engr-in-Charge. | 32.4 | Cum | 9,411.92 ₹3,04,946.21 | 9,604 ₹3,11,169.6 | 9,223.68 ₹2,98,847.28 | 9,800 ₹3,17,520 | 10,000 ₹3,24,000 | 9,301.34 ₹3,01,363.58 | 9,039.21 ₹2,92,870.34 | 8,858.42 ₹2,87,012.93 Lowest |
Tender Value
₹42.6 L
EMD Value
₹85,500
Closing Date
12 Aug 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
SPECIAL REPAIR TO VARIOUS BUILDING AND CERTAIN REVENUE WORK AT TAWANG UNDER GE 859 EWS
2026_MES_775732_1
9042/E8
Open Tender
Civil Works
Item Rate
180 days
Tawang
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE 859 EWS
₹85,500
Yes
14 Aug 2026
2 Jul 2026
13 Aug 2026
2 Jul 2026
12 Aug 2026
16 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 hard soil | 202.78 | 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 hard soil | 209.37 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m nexe 3 mtr 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 hard soil | 81.42 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 36.58 | Cum | - | - |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m | 276.49 | Cum | - | - |
| 6 | M&L for Hardcore of broken stone or boulders of gauge not exc 63mm. Deposied, spread and levelled iin layer not exc 15cm thick, watered and rammed to a true surface concrete, complete all as specified and directed by Engr-in-Charge. | 17.48 | Cum | - | - |
| 7 | M&L for plain cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 1.8 | 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. | 20.14 | Cum | - | - |
| 9 | M&L for cement concrete type B1, 1:2:4 (20 mm graged aggregate) in surface channels and drains complete all as specified and directed by Engr-in-Charge. | 5.06 | Cum | - | - |
| 10 | M&L for PCC Type B1, 1:2:4 (20mm graded aggregate) 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 by Engr-in-Charge. | 32.4 | Cum | - | - |
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