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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAdmitted-Finance H NO 4 ANAND VIHAR KANSAPUR ROAD YAMUNA NAGAR HARYANA | YAMUNANAGAR | HARYANA | 133103 | ₹46.4 L | L1 | Admitted-Finance |
| 2 | L2₹46.8 L+₹40,220 (0.87%)Admitted-Finance | ₹46.8 L+₹40,220 (0.87%) | L2 | Admitted-Finance |
| 3 | L3₹48.3 L+₹1.9 L (4.10%)Admitted-Finance | ₹48.3 L+₹1.9 L (4.10%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non submission of requisite document |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non submission of requisite document |
| Sl No | Description | Qty | Unit | ARVIND KUMAR SINGH L3 | KAMLESH SINGH L2 | RAJESH KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Reinforced cement concrete (design mix)in:- Columns, pillars, piers, posts and struts in M25 grade concrete (20mm graded aggregate) | 9.1 | CUM | 8,650 ₹78,715 Lowest | 8,650 ₹78,715 Lowest | 8,650 ₹78,715 Lowest |
| 2.00 | Reinforced cement concrete (design mix)in:- Beams, cantilevers, bressummers, lintels over 1.5m span in M25 grade concrete (20mm graded aggregate) | 15 | CUM | 8,144 ₹1,22,160 Lowest | 8,144 ₹1,22,160 Lowest | 8,144 ₹1,22,160 Lowest |
| 3.00 | Reinforced cement concrete (design mix)in:-Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,
canopies, deck slabs and in shelves and the like M20 grade concrete | 33 | CUM | 7,388 ₹2,43,804 Lowest | 7,388 ₹2,43,804 Lowest | 7,388 ₹2,43,804 Lowest |
| 4.00 | 10034 Mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping
for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips ® | 13,110 | KG | 84 ₹11,01,240 Lowest | 84 ₹11,01,240 Lowest | 84 ₹11,01,240 Lowest |
| 5.00 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 | 85 | CUM | 5,370 ₹4,56,450 Lowest | 5,370 ₹4,56,450 Lowest | 5,370 ₹4,56,450 Lowest |
| 6.00 | Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 | 150 | SQM | 672 ₹1,00,800 Lowest | 672 ₹1,00,800 Lowest | 672 ₹1,00,800 Lowest |
| 7.00 | Rendering 12mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 266 | SQM | 300 ₹79,800 Lowest | 300 ₹79,800 Lowest | 300 ₹79,800 Lowest |
| 8.00 | Rendering 12 mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 632 | SQM | 263 ₹1,66,216 Lowest | 263 ₹1,66,216 Lowest | 263 ₹1,66,216 Lowest |
| 9.00 | Rendering 20 mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 196 | SQM | 321 ₹62,916 Lowest | 321 ₹62,916 Lowest | 321 ₹62,916 Lowest |
| 10.00 | Supply and fixing factory made uPVC white colour Two track two panels sliding glazed window upto 1.50m height made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) comprising of uPVC multi-chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg),G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. | 22 | SQM | 6,715 ₹1,47,730 Lowest | 6,715 ₹1,47,730 Lowest | 6,715 ₹1,47,730 Lowest |
Tender Value
₹48.1 L
EMD Value
₹96,000
Closing Date
3 Aug 2026, 5:00 pmClosed
Chief Executive Officer
Office of the Cantonment Board Danapur Cantt
Repair and maintenance of first floor of Chhawani Sadan
2026_DGDE_778820_1
CBD/JE/CS/
Open Tender
Civil Works
Works
120 days
Office of the Cantonment Board Danapur Cantt
As per tender document
8 documents required · 8 mandatory
₹5,000
Chief Executive Officer
₹96,000
20 Aug 2026
15 Jul 2026
5 Aug 2026
15 Jul 2026
3 Aug 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Reinforced cement concrete (design mix)in:- Columns, pillars, piers, posts and struts in M25 grade concrete (20mm graded aggregate) | 9.1 | CUM | 8,650.2 | ₹78,716.82 |
| 2 | Reinforced cement concrete (design mix)in:- Beams, cantilevers, bressummers, lintels over 1.5m span in M25 grade concrete (20mm graded aggregate) | 15 | CUM | 8,144.2 | ₹1,22,163 |
| 3 | Reinforced cement concrete (design mix)in:-Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,
canopies, deck slabs and in shelves and the like M20 grade concrete | 33 | CUM | 7,388.4 | ₹2,43,817.2 |
| 4 | 10034 Mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping
for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips ® | 13,110 | KG | 82.6 | ₹10,82,886 |
| 5 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 | 85 | CUM | 5,370.5 | ₹4,56,492.5 |
| 6 | Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 | 150 | SQM | 672.59 | ₹1,00,888.5 |
| 7 | Rendering 12mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 266 | SQM | 300.71 | ₹79,988.86 |
| 8 | Rendering 12 mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 632 | SQM | 263.12 | ₹1,66,291.84 |
| 9 | Rendering 20 mm thick on fair faces of brick work or concrete surfaces ceiling in 1:4 | 196 | SQM | 321.44 | ₹63,002.24 |
| 10 | Supply and fixing factory made uPVC white colour Two track two panels sliding glazed window upto 1.50m height made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) comprising of uPVC multi-chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg),G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. | 22 | SQM | 6,715.23 | ₹1,47,735.06 |
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