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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | ₹3.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.5 L+₹3,373.30 (0.97%)Admitted-Finance | ₹3.5 L+₹3,373.30 (0.97%) | L2 | Admitted-Finance |
| 3 | L3₹3.5 L+₹3,646.20 (1.05%)Admitted-Finance | ₹3.5 L+₹3,646.20 (1.05%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Approved by CFA |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | RAJESH KUMAR SHARMA L2 | M/S RAJ ENTERPRISE L3 |
|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 80 | metre | 50 ₹4,000 Lowest | 60 ₹4,800 | 55 ₹4,400 |
| 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 5.25 | Cum | 16,000 ₹84,000 Lowest | 16,200 ₹85,050 | 16,100 ₹84,525 |
| 1.03 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes 110 mm diameter. | 80 | metre | 770 ₹61,600 Lowest | 790 ₹63,200 | 780 ₹62,400 |
| 1.04 | 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. | 14.62 | Cum | 750 ₹10,965 | 740 ₹10,818.8 Lowest | 760 ₹11,111.2 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 3.37 | Cum | 12,500 ₹42,125 | 12,350 ₹41,619.5 Lowest | 12,500 ₹42,125 |
| 1.06 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand). | 5.75 | Cum | 17,500 ₹1,00,625 | 17,600 ₹1,01,200 | 17,000 ₹97,750 Lowest |
| 1.07 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand). | 46.5 | Sqm | 950 ₹44,175 Lowest | 950 ₹44,175 Lowest | 1,050 ₹48,825 |
Tender Value
₹3.4 L
EMD Value
₹6,900
Closing Date
30 May 2026, 10:00 amClosed
SO1 Works HQ 27 Sector Assam Rifles
HQ 27 Sector Assam Rifles Churachandpur
Repair and maint of Drainage for HQ 27 Sector Assam Rifles
2026_ARMHA_909003_1
14000/27 Sect AR/Engr-MW/2026-27/11
Open Tender
Civil Works - Others
Item Rate
180 days
HQ 27 Sector Assam Rifles Churachandpur
As per tender document Repair and maint of Drainage for HQ 27 Sector Assam Rifles
2 documents required · 2 mandatory
₹1,000
Yes
DIG HQ 27 Sector Assam Rifles
₹6,900
Yes
16 Jun 2026
16 May 2026
1 Jun 2026
16 May 2026
30 May 2026
16 May 2026
16 May 2026 - 30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 80 | metre | - | - |
| 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 5.25 | Cum | - | - |
| 1.03 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes 110 mm diameter. | 80 | metre | - | - |
| 1.04 | 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. | 14.62 | Cum | - | - |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 3.37 | Cum | - | - |
| 1.06 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand). | 5.75 | Cum | - | - |
| 1.07 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand). | 46.5 | Sqm | - | - |
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