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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to non submission of original EMD and tender fee |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L1 | EAST INDIA CONSTURCTION & SUPPLY CO L3 | Aien Meren Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE `A' PART-I BOUNDARY WALL | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 582.96 | Cum | 400 ₹2,33,184 Lowest | 500 ₹2,91,480 | 500 ₹2,91,480 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 94.08 | Cum | 5,000 ₹4,70,400 | 4,000 ₹3,76,320 Lowest | 6,000 ₹5,64,480 |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 234.08 | Cum | 13,000 ₹30,43,040 Lowest | 14,000 ₹32,77,120 | 13,000 ₹30,43,040 Lowest |
| 1.04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 432.88 | Cum | 200 ₹86,576 Lowest | 300 ₹1,29,864 | 300 ₹1,29,864 |
| 1.05 | Reinforced cement concrete work in Columns above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Col above G.L. | 103.04 | Cum | 13,500 ₹13,91,040 | 14,000 ₹14,42,560 | 13,000 ₹13,39,520 Lowest |
| 1.06 | Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Coping/ band beam (250 x 150) mm. | 57.12 | Cum | 13,500 ₹7,71,120 | 14,000 ₹7,99,680 | 12,000 ₹6,85,440 Lowest |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 778.4 | Sqm | 500 ₹3,89,200 Lowest | 500 ₹3,89,200 Lowest | 600 ₹4,67,040 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders. | 1,251.6 | Sqm | 600 ₹7,50,960 Lowest | 600 ₹7,50,960 Lowest | 600 ₹7,50,960 Lowest |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for columns.R.C.C. Col above G.L. | 1,324.4 | Sqm | 600 ₹7,94,640 | 600 ₹7,94,640 | 500 ₹6,62,200 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
1 Aug 2026, 11:30 amClosed
SO-1 (Wks) HQ DGAR, Laitkor Shillong
Engr Branch HQ DGAR, Shillong
Construction of Perimeter Security Boundary wall at HQ 27 Sect AR
2026_ARMHA_918194_1
VIII.11014/9361/Emergent/27 Sect
Open Tender
Civil Works
Works
540 days
Churachandpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
SBI, Laitkor
₹9.3 L
3 Sept 2026
20 Jul 2026
3 Aug 2026
20 Jul 2026
1 Aug 2026
20 Jul 2026
20 Jul 2026 - 29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE `A' PART-I BOUNDARY WALL | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 582.96 | Cum | - | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 94.08 | Cum | - | - |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 234.08 | Cum | - | - |
| 1.04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 432.88 | Cum | - | - |
| 1.05 | Reinforced cement concrete work in Columns above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Col above G.L. | 103.04 | Cum | - | - |
| 1.06 | Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Coping/ band beam (250 x 150) mm. | 57.12 | Cum | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 778.4 | Sqm | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders. | 1,251.6 | Sqm | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for columns.R.C.C. Col above G.L. | 1,324.4 | Sqm | - | - |
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