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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC HANS DAHAR DHINDOLI ROAD NEAR VISHWAKRMA MANDIR HANS DAHAR NARWANA | NARWANA | HARYANA | ₹3.6 L | L1 | Accepted-AOC OK |
| 2 | L2₹4.1 LRejected-Finance | ₹4.1 L | L2 | Rejected-Finance Reject |
| 3 | L3₹4.3 LRejected-Finance SHOP NO 01 BHADRA TO BUDAK ROAD NEAR BY SBI BANK VPO BALSAMAND HISAR | BALSAMAND | HISAR | HARYANA | ₹4.3 L | L3 | Rejected-Finance Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.1 L
EMD Value
₹8,285
Closing Date
9 Apr 2026, 3:00 pmClosed
GURVINDER SINGH
Kaithal W.S Divn. Kaithal
Estimate for covering the open trough/ barrel of the Old Manas Link Drain from RD. 15500-15000 near ward No. 5, between Milestone Sr. Sec. School to Khurana road
2026_HRY_512922_1
202650F6DCFB B8E7 49BC 96CF AD2C3A81249D113IRR
Open Tender
Civil Works
30 days
Kaithal
Estimate for covering the open trough/ barrel of the Old Manas Link Drain from RD. 15500-15000 near ward No. 5, between Milestone Sr. Sec. School to Khurana road
3 documents required · 3 mandatory
₹500
₹8,285
Yes
14 Apr 2026
4 Apr 2026
9 Apr 2026
4 Apr 2026
9 Apr 2026
4 Apr 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 |
|---|---|---|---|---|---|---|
| 1HSR Items | ||||||
| 1.01 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level | - | cum | 4,464 | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 156 | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | [6.33.6]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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | Kg. | 66 | - | BI01010001010000000000000515BI0100001115 |
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