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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Finance 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | -0.01% | ₹1.7 L | L1 | Admitted-Finance |
| 2 | L2₹1.7 L+₹3,564.92 (2.11%)Admitted-Finance VILLAGE BIBIPUR JATTAN 65 BIBIPUR JATTAN INDRI KARNAL HARYANA 132041 | KARNAL | KARNAL | HARYANA | 132041 | +2.10% | ₹1.7 L+₹3,564.92 (2.11%) | L2 | Admitted-Finance |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
3 Jul 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
K-2 A/mtc of EPHS in various Sector UE Karnal
2026_HBC_532119_1
2026C1B16CCA F6F5 4FD1 B916 1D70C1997CE6240HSV
Open Tender
Civil Works
Works
60 days
Karnal
2 documents required · 2 mandatory
₹250
₹3,380
Yes
7 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 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 | [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) | 27.2 | Sqm | 147 | ₹3,998.4 |
| 2 | [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 | 12 | Each | 1,155 | ₹13,860 |
| 3 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 41.2 | cum | 83 | ₹3,419.6 |
| 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. | 5.85 | cum | 1,971 | ₹11,530.35 |
| 5 | [6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 2.5 | cum | 3,975 | ₹9,937.5 |
| 6 | [6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 3.5 | cum | 2,442 | ₹8,547 |
| 7 | [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). | 5.85 | cum | 6,113 | ₹35,761.05 |
| 8 | [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 | 80.4 | Metre | 114 | ₹9,165.6 |
| 9 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | 32.55 | Sqm | 208 | ₹6,770.4 |
| 10 | [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 | 484.4 | Kg. | 68 | ₹32,939.2 |
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