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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.7 LAdmitted-Finance | ₹89.7 L | L1 | Admitted-Finance |
| 2 | L2₹93.3 L+₹3.6 L (3.97%)Admitted-Finance | ₹93.3 L+₹3.6 L (3.97%) | L2 | Admitted-Finance |
| 3 | L3₹94.5 L+₹4.8 L (5.30%)Admitted-Finance | ₹94.5 L+₹4.8 L (5.30%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MD SHAHADAT L2 | NIPIN SAH AND BROS L3 | ABDUL KADIR ENTERPRISE L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (RR Masonry Retaining wall 7.70 mtr height & 22.00mtr long) | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavvated soil as directed within a lead 50m. | 72.6 | Cum | 58,080 ₹58,080 | 54,450 ₹54,450 | 40,656 ₹40,656 Lowest |
| 1.02 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level | 42.57 | Cum | 5,74,695 ₹5,74,695 | 5,95,980 ₹5,95,980 | 5,53,410 ₹5,53,410 Lowest |
| 1.03 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 33.66 | Cum | 4,37,580 ₹4,37,580 | 4,54,410 ₹4,54,410 | 4,27,482 ₹4,27,482 Lowest |
| 1.04 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) | 215.38 | Cum | 36,18,384 ₹36,18,384 | 36,39,922 ₹36,39,922 | 35,32,232 ₹35,32,232 Lowest |
| 1.05 | Providing and laying of cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level | 1.19 | Cum | 22,610 ₹22,610 | 23,205 ₹23,205 | 21,777 ₹21,777 Lowest |
| 1.06 | Raised and cut pointing in stone work in white cement mortar mix of 1:3 (1 cement : 3 fine sand) | 103.9 | Sqm | 93,510 ₹93,510 | 87,276 ₹87,276 Lowest | 91,951.5 ₹91,951.5 |
| 1.07 | Supplying and stacking at site 20 mm size stone aggregate | 2.3 | Cum | 8,050 ₹8,050 | 8,510 ₹8,510 | 6,900 ₹6,900 Lowest |
| 1.08 | Providing and fixing uplasticised Rigid PVC sewer pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes 75 mm diameter | 128.61 | RM | 77,166 ₹77,166 | 83,596.5 ₹83,596.5 | 64,305 ₹64,305 Lowest |
| 1.09 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) all work upto plinth level | 0.72 | Cum | 936 ₹936 | 972 ₹972 | 792 ₹792 Lowest |
Tender Value
₹91.0 L
EMD Value
₹1.8 L
Closing Date
19 May 2026, 11:00 amClosed
SO-1 (Works), HQ DGAR
Laitkor, HQ DGAR, Shillong - 10
Repair of Retaining Wall near Officers Mess at KLP Zokhawsang of 34 AR
2026_ARMHA_907627_1
VIII.11014/9403/Engr/23 Sect AR/2026
Open Tender
Civil Works
Works
Zokhawsang
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Directorate General Assam Rifles
₹1.8 L
18 Jun 2026
6 May 2026
20 May 2026
6 May 2026
19 May 2026
6 May 2026
6 May 2026 - 15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE ‘A’ PART-I (RR Masonry Retaining wall 7.70 mtr height & 22.00mtr long) | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavvated soil as directed within a lead 50m. | 72.6 | Cum | - | - |
| 1.02 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level | 42.57 | Cum | - | - |
| 1.03 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 33.66 | Cum | - | - |
| 1.04 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) | 215.38 | Cum | - | - |
| 1.05 | Providing and laying of cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level | 1.19 | Cum | - | - |
| 1.06 | Raised and cut pointing in stone work in white cement mortar mix of 1:3 (1 cement : 3 fine sand) | 103.9 | Sqm | - | - |
| 1.07 | Supplying and stacking at site 20 mm size stone aggregate | 2.3 | Cum | - | - |
| 1.08 | Providing and fixing uplasticised Rigid PVC sewer pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes 75 mm diameter | 128.61 | RM | - | - |
| 1.09 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) all work upto plinth level | 0.72 | Cum | - | - |
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