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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC BHUNANEHRA HARYANA | ₹1.7 L Quoted ₹14.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹1.9 LRejected-Finance KOSHIK NAGAR 139 MIRZA PUR ROAD 125001 | HISAR | HARYANA | 125001 | ₹1.9 L | L2 | Rejected-Finance higher bid |
Tender Value
₹2.0 L
EMD Value
₹3,940
Closing Date
23 Apr 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
CLEANING OF SEWERLINES BY BUCKET TYPE SEWER MACHINE AND REPAIRING OF MANHOLES IN SECTOR 19PART I SIRSA
2026_HBC_515786_1
2026ECC8F137 EFBA 462C A720 1620C30FB97D260HSV
Open Tender
Civil Works
90 days
Sirsa
141/2025
2 documents required · 2 mandatory
₹250
Yes
₹3,940
Yes
27 May 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
23 Apr 2026
17 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 |
|---|---|---|---|---|---|---|
| 1 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 2 | [21.103.1]Job work for cleaning of sewer lines by bucket type sewer machine including cost of diesel/lubricants complete in all respects. Only sewer machines will be provided by the department for the following sizes of sewer: 1. 200 mm i/d | - | Per Metre | - | - | BI01010001010000000000000515BI0100001116 |
| 3 | [21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | - | Each | - | - | BI01010001010000000000000515BI0100001117 |
| 4 | [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) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 6 | [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. | - | - | BI01010001010000000000000515BI0100001120 |
| 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 | - | - | BI01010001010000000000000515BI0100001121 |
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