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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 2 A DERA SANDHU FARM NARAINA NARAINA 60 KARNAL HARYANA 132116 | KARNAL | KARNAL | HARYANA | 132116 | ₹1.7 L | L1 | Accepted-AOC wa |
| 2 | L2₹1.7 L+₹3,319 (2.01%)Rejected-AOC | ₹1.7 L+₹3,319 (2.01%) | L2 | Rejected-AOC wna |
Tender Value
₹1.7 L
EMD Value
₹3,300
Closing Date
29 May 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
K-1 A/mtc of EPHS in various Sector UE Karnal
2026_HBC_523893_1
2026AE757882 96DA 43A0 9541 113AB2E9C412240HSV
Open Tender
Civil Works
Works
30 days
Karnal
2 documents required · 2 mandatory
₹250
₹3,300
Yes
20 Jul 2026
23 May 2026
1 Jun 2026
23 May 2026
29 May 2026
23 May 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.PM026] PM026. Tractor with trolley | 1 | Per day | 6,237 | ₹6,237 |
| 2 | [1.PM116] PM116. Crane 15 tonne capacity | 6 | Hours | 1,088 | ₹6,528 |
| 3 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | 31.32 | Sqm | 139 | ₹4,353.48 |
| 4 | [14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum | 4 | Per day | 6,493 | ₹25,972 |
| 5 | [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 | 8 | Each | 1,155 | ₹9,240 |
| 6 | [22.105.1]Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 1. 15 mm nominal bore | 18 | Each | 512 | ₹9,216 |
| 7 | [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) | 3.41 | cum | 3,975 | ₹13,554.75 |
| 8 | [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) | 3.17 | cum | 5,969 | ₹18,921.73 |
| 9 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers | 20.44 | Sqm | 296 | ₹6,050.24 |
| 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 | 240.59 | Kg. | 68 | ₹16,360.12 |
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