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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 139 GOBIND NAGAR AMBALA CANTT | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 L+₹2,837.79 (1.71%)Rejected-AOC | ₹1.7 L+₹2,837.79 (1.71%) | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
9 May 2026, 3:00 pmClosed
Kailash Chander Kala Vivek and ravi kumar
DIV Ambala
AMtc of EPHS in Sector 1 UE Part I Shahabad Reconst of MH RCC Slab in Sec1 U/E Shahabad complete in all respect
2026_HBC_519372_1
2026E55C92B4 CFAF 450C AB65 CE3D54F5428E239HSV
Open Tender
Civil Works
Works
30 days
Shahbad
2 documents required · 2 mandatory
₹250
₹3,380
Yes
14 May 2026
4 May 2026
11 May 2026
4 May 2026
9 May 2026
4 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 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) | - | cum | 1,287 | - |
| 2 | [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 | - |
| 3 | [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 | - |
| 4 | [6.33.1]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. 1. Mild steel and Medium Tensile steel bars | - | Kg. | 66 | - |
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