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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.0 L+₹6,108.60 (1.24%)Admitted-Finance | ₹5.0 L+₹6,108.60 (1.24%) | L2 | Admitted-Finance |
| 3 | L3₹5.1 L+₹14,825.70 (3.00%)Admitted-Finance | ₹5.1 L+₹14,825.70 (3.00%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | M/S RAJ ENTERPRISE L2 | RAJESH KUMAR SHARMA L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART - I (REPAIR OF BLDG) | ||||||
| 1.01 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil | 11.43 | Cum | 4,114.8 ₹4,114.8 | 4,000.5 ₹4,000.5 | 3,657.6 ₹3,657.6 Lowest |
| 1.02 | 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) | 9.09 | Cum | 1,04,444.1 ₹1,04,444.1 Lowest | 1,13,625 ₹1,13,625 | 1,04,535 ₹1,04,535 |
| 1.03 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 240 | Sqm | 2,02,800 ₹2,02,800 Lowest | 2,04,000 ₹2,04,000 | 2,06,400 ₹2,06,400 |
| 1.04 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 50.4 | Sqm | 43,848 ₹43,848 | 42,840 ₹42,840 Lowest | 42,840 ₹42,840 Lowest |
| 1.05 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 126 | Sqm | 1,38,600 ₹1,38,600 | 1,35,450 ₹1,35,450 Lowest | 1,51,200 ₹1,51,200 |
| 2.00Note : 1. Totalwise evaluation will be carried out to obtain L1. 2. Total Amt is inclusive of all applicable taxes. | ||||||
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
15 May 2026, 12:00 pmClosed
SO1 (Wks), HQ 26 Sect AR
SO1 (Wks), HQ 26 Sect AR, Pallel Kakching Manipur
Repair of floor existing PFTs (15x8m) shelters of HQ 26 Sect AR at Pallel
2026_ARMHA_907179_1
SPR/ENGR/MW/2026-27/04
Open Tender
Civil Works - Buildings
Works
90 days
Pallel
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
DIGAR, HQ 26 Sect AR
₹10,000
Yes
4 Jun 2026
2 May 2026
16 May 2026
2 May 2026
15 May 2026
2 May 2026
2 May 2026 - 15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE ‘A’ PART - I (REPAIR OF BLDG) | |||||
| 1.01 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil | 11.43 | Cum | - | - |
| 1.02 | 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) | 9.09 | Cum | - | - |
| 1.03 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 240 | Sqm | - | - |
| 1.04 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 50.4 | Sqm | - | - |
| 1.05 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 126 | Sqm | - | - |
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