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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | ₹5.0 L | L1 | Accepted-Finance Approved by CFA |
| 2 | L2₹5.0 L+₹5,739.30 (1.16%)Rejected-Finance | ₹5.0 L+₹5,739.30 (1.16%) | L2 | Rejected-Finance Rejected by CFA |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected by CFA |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected by CFA |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | RAJESH KUMAR SHARMA L2 |
|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART - I (REPAIR OF BLDG) | |||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 0.54 | cum | 1,350 ₹1,350 Lowest | 1,360.8 ₹1,360.8 |
| 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | 7,560 ₹7,560 Lowest | 7,587 ₹7,587 |
| 1.03 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 9.6 | sqm | 9,120 ₹9,120 | 8,736 ₹8,736 Lowest |
| 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. All kinds of soil | 4.5 | cum | 3,375 ₹3,375 | 3,195 ₹3,195 Lowest |
| 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.45 | cum | 5,625 ₹5,625 Lowest | 5,850 ₹5,850 |
| 1.06 | 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 20 mm nominal size derived from natural sources) | 0.45 | cum | 5,850 ₹5,850 Lowest | 5,850 ₹5,850 Lowest |
| 1.07 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | 4.5 | cum | 76,500 ₹76,500 Lowest | 78,750 ₹78,750 |
| 1.08 | 12 mm cement plaster: 1:6 (1 cement : 6 fine sand) | 35 | sqm | 33,250 ₹33,250 | 32,550 ₹32,550 Lowest |
| 1.09 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bor | 8 | each | 7,600 ₹7,600 Lowest | 8,800 ₹8,800 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
1 Jun 2026, 12:00 pmClosed
SO1 (Wks), HQ 26 Sect AR
HQ 26 Sector AR at Pallel, Manipur
Term Contract for Repair/Maint of B/R assets of COB Chavangphai of 36 Assam Rifles (Manipur).
2026_ARMHA_910041_1
SPR/ENGR/MW/2026-27/14
Open Tender
Civil Works
Works
60 days
Moreh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
DIGAR, HQ 26 Sect AR
₹10,000
Yes
25 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
25 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE ‘A’ PART - I (REPAIR OF BLDG) | |||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 0.54 | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | - | - |
| 1.03 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 9.6 | sqm | - | - |
| 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. All kinds of soil | 4.5 | 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.45 | cum | - | - |
| 1.06 | 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 20 mm nominal size derived from natural sources) | 0.45 | cum | - | - |
| 1.07 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | 4.5 | cum | - | - |
| 1.08 | 12 mm cement plaster: 1:6 (1 cement : 6 fine sand) | 35 | sqm | - | - |
| 1.09 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bor | 8 | each | - | - |
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