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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹1.7 L | L1 | Accepted-AOC awarded |
| 2 | L2₹1.7 LRejected-AOC 1550 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹1.7 L | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
16 May 2026, 3:10 pmClosed
Kailash Chander ravi kumar and vivek sharma
DIV Ambala
A Mtc of EPHS in Sec 30 UE Kurukshetra Raising and repair of manholes Brick work plaster RCC slab and hiring of JCB complete in all respect and all other works contingent there to
2026_HBC_520826_1
20265A0939A0 840D 4E75 8DA8 1D9E4E31628F239HSV
Open Tender
Civil Works
30 days
Kurukshetra (Thanesar)
2 documents required · 2 mandatory
₹250
₹3,380
Yes
29 May 2026
11 May 2026
18 May 2026
11 May 2026
16 May 2026
11 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [1.PM057] PM057. Hire charges for JCB with bucket capacity more than 0.75 cum with fuel and driver | - | Per day | 7,144 | - | BI01010001010000000000000515BI0100001139 |
| 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) | 1 | Sqm | 147 | ₹146.85 | BI01010001010000000000000515BI0100001140 |
| 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. | 1 | cum | 83 | ₹82.92 | BI01010001010000000000000515BI0100001141 |
| 4 | [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 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [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 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [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 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [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 | - | BI01010001010000000000000515BI0100001145 |
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