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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | ₹9.0 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 LAdmitted-Finance | ₹9.1 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Eligible as per TOC |
| Sl No | Description | Qty | Unit | IMRAN KHAN L1 | Abhi Prashad Sharma L2 |
|---|---|---|---|---|---|
| 1.00Brick Work | |||||
| 1.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation7.5 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) | 54.37 | Per Cum | 7,600 ₹4,13,212 | 6,800 ₹3,69,716 Lowest |
| 2.01 | 2 Centering and shuttering including strutting, propping etc. and removal of form for :- Lintels, beams, plinth beams, girders, bressumers and cantilevers | 24.32 | Per Sqm | 20 ₹486.4 Lowest | 100 ₹2,432 |
| 2.02 | 2 Centering and shuttering including strutting, propping etc. and removal of form for :- Stairs, (excluding landings) except spiral staircases | 3.83 | Per Sqm | 300 ₹1,149 | 50 ₹191.5 Lowest |
| 3.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 4.54 | Qtl | 7,200 ₹32,688 | 6,800 ₹30,872 Lowest |
| 4.00 | 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) : 3 graded stone aggregate 20 mm nominal size). | 4 | Cum | 4,000 ₹16,000 Lowest | 4,800 ₹19,200 |
| 5.00 | Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand ) | 112.27 | Per Sqm | 150 ₹16,840.5 Lowest | 580 ₹65,116.6 |
| 6.00 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | 290.32 | Sqm | 40 ₹11,612.8 Lowest | 150 ₹43,548 |
| 7.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix in cement mortar 1:4 ( 1 cement : 4 sand) | 720.34 | Sqm | 200 ₹1,44,068 | 150 ₹1,08,051 Lowest |
| 8.00 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Fixing with adjustable lugs with split end tail to each jamb. | 154.5 | Rmtr | 800 ₹1,23,600 | 400 ₹61,800 Lowest |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
14 Aug 2026, 10:00 amClosed
Executive Officer
Municipal Council Nalagarh
Construction of Community Hall at Ex-Service League, Nalagarh.
2026_UDDHP_140431_1
MCNALAGARH/0826
Open Tender
Civil Works
Item Rate
90 days
Nalagarh
Please refer detailed tender notice
3 documents required · 3 mandatory
₹500
Executive Officer
₹20,000
19 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Brick Work | |||||
| 1.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation7.5 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) | 1 | Per Cum | - | - |
| 2.01 | 2 Centering and shuttering including strutting, propping etc. and removal of form for :- Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Per Sqm | - | - |
| 2.02 | 2 Centering and shuttering including strutting, propping etc. and removal of form for :- Stairs, (excluding landings) except spiral staircases | - | Per Sqm | - | - |
| 3Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||
| 4Reinforced 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) : 3 graded stone aggregate 20 mm nominal size). | |||||
| 5 | Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand ) | 1 | Per Sqm | - | - |
| 6 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | 1 | Sqm | - | - |
| 715 mm cement plaster on the rough side of single or half brick wall of mix in cement mortar 1:4 ( 1 cement : 4 sand) | |||||
| 8Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Fixing with adjustable lugs with split end tail to each jamb. | |||||
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