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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance 249 LIG PREETAM NAGAR ALLAHABAD UTTAR PRADESH PIN 211011 | ALLAHABAD | ALLAHABAD | UTTAR PRADESH | 211011 | ₹19.1 L | L1 | Admitted-Finance |
| 2 | L2₹20.2 L+₹1.2 L (6.03%)Admitted-Finance | ₹20.2 L+₹1.2 L (6.03%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAI ENTERPRISES L1 | M/S R P ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Part-A (Civil Work): | |||||
| 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) | 2.7 | Cum | 11,986.16 ₹11,986.16 Lowest | 14,850 ₹14,850 |
| 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). | 4.75 | Cum | 28,983.03 ₹28,983.03 | 26,125 ₹26,125 Lowest |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for
A, Lintels, beams, plinth beams, girders,bressumers and cantilevers | 7.36 | Sqm | 3,640.04 ₹3,640.04 | 3,312 ₹3,312 Lowest |
| 1.04 | B, Suspended floors, roofs, landings, balconies and access platform | 30.75 | Sqm | 15,208.03 ₹15,208.03 | 13,837.5 ₹13,837.5 Lowest |
| 1.05 | C,Stairs, (excluding landings) except spiral-staircases | 0.98 | Sqm | 597.97 ₹597.97 | 490 ₹490 Lowest |
| 1.06 | 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 | 740 | Kg | 65,223.6 ₹65,223.6 | 62,900 ₹62,900 Lowest |
| 1.07 | 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) | 10.87 | Cum | 62,453.37 ₹62,453.37 | 56,524 ₹56,524 Lowest |
| 1.08 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerest ory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
(Note: Butt hinges and necessary screws shall be paid separately)
Second class teak wood
35 mm thick shutters | 8.82 | Sqm | 25,337.57 ₹25,337.57 Lowest | 31,752 ₹31,752 |
| 1.09 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 8.51 | Sqm | 25,385.76 ₹25,385.76 | 23,828 ₹23,828 Lowest |
Tender Value
₹29.8 L
EMD Value
₹60,000
Closing Date
15 Jun 2026, 1:00 pmClosed
Diector BMHRC
Director BMHRC, Near Raisen By pass Road Karond Bhopal
E Tender for Renovation of Building at BMHRC
2026_DHR_910235_1
BMHRC/Tender/ES/Reno/26-27/001
Open Tender
Miscellaneous Services
Works
90 days
BMHRC Bhopal
as per tender
2 documents required · 2 mandatory
₹0
₹60,000
Yes
BMHRC Bhopal
12 Aug 2026
26 May 2026
16 Jun 2026
26 May 2026
15 Jun 2026
4 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part-A (Civil Work): | |||||
| 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) | 2.7 | 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). | 4.75 | Cum | - | - |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for
A, Lintels, beams, plinth beams, girders,bressumers and cantilevers | 7.36 | Sqm | - | - |
| 1.04 | B, Suspended floors, roofs, landings, balconies and access platform | 30.75 | Sqm | - | - |
| 1.05 | C,Stairs, (excluding landings) except spiral-staircases | 0.98 | Sqm | - | - |
| 1.06 | 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 | 740 | Kg | - | - |
| 1.07 | 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) | 10.87 | Cum | - | - |
| 1.08 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerest ory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
(Note: Butt hinges and necessary screws shall be paid separately)
Second class teak wood
35 mm thick shutters | 8.82 | Sqm | - | - |
| 1.09 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 8.51 | Sqm | - | - |
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