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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC CHHOTI LINE B 5 160 A 3 CHHOTI LINE YAMUNA NAGAR 135001 | YAMUNA NAGAR | YAMUNANAGAR | HARYANA | 135001 | ₹1.7 L | L1 | Accepted-AOC wa |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC wna |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
10 Apr 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
J4 Amtc of EPHS in various Sector UE Jagadhari
2026_HBC_512984_1
2026047E826F 28FE 41A3 BEBE B376C63662E1240HSV
Open Tender
Civil Works
30 days
Jagadhari
2 documents required · 2 mandatory
₹250
₹3,380
Yes
29 May 2026
4 Apr 2026
13 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [1.PM029] PM029. Hire and running charges of crane up to 40 tonne capacity | - | Per day | 10,537 | - |
| 2 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) | - | Sqm | 147 | - |
| 3 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening | - | Each | 1,155 | - |
| 4 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | - | cum | 1,971 | - |
| 5 | [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). | - | cum | 6,113 | - |
| 6 | [6.30.16.1]Centering and shuttering including strutting, propping etc. and removal of form for 16.1. Edges of slabs and breaks in floors and walls
Under 20 cm wide | - | Metre | 114 | - |
| 7 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | - | Sqm | 208 | - |
| 8 | [6.33.3]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. 3. Cold twisted bars | - | Kg. | 68 | - |
| 9 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | 4,128 | - |
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