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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Finance CHIRANJEEV COLONY KAITHAL 136027 | KAITHAL | HARYANA | 136027 | -0.01% | ₹1.7 L | L1 | Admitted-Finance |
| 2 | L2₹1.7 L+₹4,308.03 (2.56%)Admitted-Finance | +2.55% | ₹1.7 L+₹4,308.03 (2.56%) | L2 | Admitted-Finance |
Tender Value
₹1.7 L
EMD Value
₹3,360
Closing Date
30 Jun 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
Amtc of EPHS in various sector UE Kaithal.
2026_HBC_531476_1
2026C382991B 788B 4A75 89F8 DD87CE6274BB240HSV
Open Tender
Civil Works
Works
30 days
Kaithal
2 documents required · 2 mandatory
₹250
₹3,360
Yes
1 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
30 Jun 2026
24 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. | 8.19 | cum | 1,863 | ₹15,257.97 |
| 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) | 49.7 | Sqm | 147 | ₹7,305.9 |
| 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 | 6 | Each | 1,155 | ₹6,930 |
| 4 | [22.163.3]Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 3. 200 mm diameter | 60 | Metre | 450 | ₹27,000 |
| 5 | [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 | 37.38 | cum | 78 | ₹2,915.64 |
| 6 | [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. | 116.3 | cum | 83 | ₹9,652.9 |
| 7 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 0.82 | cum | 3,476 | ₹2,850.32 |
| 8 | [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) | 2.3 | cum | 2,442 | ₹5,616.6 |
| 9 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 2.85 | cum | 4,374 | ₹12,465.9 |
| 10 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | 19 | Sqm | 208 | ₹3,952 |
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