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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC 62 A BCW SURAJPUR DISTRICT PANCHKULA HARYANA 134107 | PANCHKULA | HARYANA | 134107 | ₹4.8 L Quoted ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 LRejected-AOC KHARSA NO 1228 489 KOTLA TEHSIL JASWAN DISTRICT KANGRA HP 177111 | KOTLA | KANGRA | HIMACHAL PRADESH | 177111 | ₹3.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.9 LRejected-AOC 1016 2 SECTOR 45 BURAIL CHANDIGARH 160047 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160047 | ₹3.9 L | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical GROUND FLOOR NEAR 50 FEET ROAD KRISHNA NAGAR GAMRI 7B DARA KALAN KURUKSHETRA | KURUKSHETRA | KURUKSHETRA | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 787 ISMAILABAD 136129 | KURUKSHETRA | HARYANA | 136129 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.8 L
EMD Value
₹9,520
Closing Date
18 Dec 2025, 12:00 pmClosed
Narender Kumar Payal
DIV 2 Panchkula
Construction of damaged / broken boundary wall due to extreme rain including plastering and painting of the boundary wall in cricket stadium Sector 3, Panchkula complete in all respect as per satisfaction of EIC (A/mtc of Sports complex, Sector 3, Pa
2025_HBC_489226_1
20251D99DEDF B568 4148 A13F 79088A12F5CD270HSV
Open Tender
Civil Works
60 days
Panchkula
2 documents required · 2 mandatory
₹500
₹9,520
Yes
8 Apr 2026
10 Dec 2025
18 Dec 2025
10 Dec 2025
18 Dec 2025
10 Dec 2025
10 Dec 2025 - 12 Dec 2025
[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
[11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand)
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand)
[11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer
[11.94.1]Finishing walls with textured exterior paint of required shade : 1. New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
[6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
[6.16]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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts
[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
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