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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹7.8 L (6.42%)Admitted-Finance | ₹1.3 Cr+₹7.8 L (6.42%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹10.1 L (8.36%)Admitted-Finance HOUSE NO 23 GARG ENCLAVE MUKHYA PATH DISPUR TARUN NAGAR GUWAHATI KAMRUP METRO ASSAM 781005 UDYAM AS 16 0000238 | KAMRUP METRO | ASSAM | 781005 | ₹1.3 Cr+₹10.1 L (8.36%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dixit Enterprises L2 | VINAYAK ENTERPRISE L1 | M/S Maa Shakambari Supplier L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (SCHEDULE OF B&R ITEMS) | ||||||
| 1.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 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) | 13.54 | Cum | 1,79,269.6 ₹1,79,269.6 | 1,73,352.62 ₹1,73,352.62 Lowest | 1,83,670.1 ₹1,83,670.1 |
| 1.02 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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). | 22.08 | Cum | 3,51,844.8 ₹3,51,844.8 | 2,97,505.92 ₹2,97,505.92 Lowest | 3,58,800 ₹3,58,800 |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 146.23 | Sqm | 1,52,810.35 ₹1,52,810.35 | 1,47,838.53 ₹1,47,838.53 Lowest | 1,53,249.04 ₹1,53,249.04 |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges | 20.76 | Sqm | 21,984.84 ₹21,984.84 | 21,258.24 ₹21,258.24 Lowest | 22,317 ₹22,317 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7 Stairs, (excluding landings) except spiral-staircases | 16.51 | Sqm | 14,116.05 ₹14,116.05 | 13,653.77 ₹13,653.77 Lowest | 14,198.6 ₹14,198.6 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 149.82 | Sqm | 1,18,357.8 ₹1,18,357.8 | 1,14,612.3 ₹1,14,612.3 Lowest | 1,23,451.68 ₹1,23,451.68 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form Edges of slabs and breaks in floors and walls Under 20 cm wide | 17.81 | RM | 4,220.97 ₹4,220.97 | 4,078.49 ₹4,078.49 Lowest | 4,399.07 ₹4,399.07 |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,000 | Kgs | 7,02,000 ₹7,02,000 | 6,78,000 ₹6,78,000 Lowest | 7,14,000 ₹7,14,000 |
| 1.09 | 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 1:6 (1 cement : 6 coarse sand) | 6 | Cum | 57,930 ₹57,930 | 50,214 ₹50,214 Lowest | 59,700 ₹59,700 |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
25 May 2026, 10:30 amClosed
Commandant ARC and MC
Assam Rifles Constr and maint Company
Provision of Annexe to Vocational Training Centre at Laitkor Garrison
2026_ARMHA_908260_1
ENG/III-235/2026-27/02 dt 11 May 2026
Open Tender
Civil Works
Works
270 days
Laitkor
As per Tender Document
2 documents required · 2 mandatory
₹1,500
Commandant ARC and MC
₹2.4 L
26 Jun 2026
11 May 2026
26 May 2026
11 May 2026
25 May 2026
11 May 2026
11 May 2026 - 25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE ‘A’ PART-I (SCHEDULE OF B&R ITEMS) | |||||
| 1.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 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) | 13.54 | Cum | - | - |
| 1.02 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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). | 22.08 | Cum | - | - |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 146.23 | Sqm | - | - |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges | 20.76 | Sqm | - | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7 Stairs, (excluding landings) except spiral-staircases | 16.51 | Sqm | - | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 149.82 | Sqm | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form Edges of slabs and breaks in floors and walls Under 20 cm wide | 17.81 | RM | - | - |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,000 | Kgs | - | - |
| 1.09 | 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 1:6 (1 cement : 6 coarse sand) | 6 | Cum | - | - |
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