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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC HSVP OFFICE COMPLEX SECTOR 13 HISAR | HISAR | HISAR | HARYANA | 125001 | ₹12.2 L Quoted ₹12.7 L | L1 | Accepted-AOC ok |
| 2 | L2₹14.0 LRejected-Finance 452 6 KRISHAN NAGAR TEHSIL CAMP PANIPAT 132103 | PANIPAT | HARYANA | 132103 | ₹14.0 L | L2 | Rejected-Finance ok |
Tender Value
₹12.8 L
EMD Value
₹26,000
Closing Date
30 Mar 2026, 5:55 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
Providing and laying of 300mm SW Pipe of sewer line from housing board area to MPS in Sector-13 Bhiwani
2026_HBC_510726_1
2026D2C67350 CA15 4C39 9BD1 49850B590009259HSV
Open Tender
Civil Works
120 days
Bhiwani
Providing and laying of 300mm SW pipe sewer line from H.N. 2561 to MPS in Sector-13 Bhiwani including all safety provisions and all other works contingent thereto (Including One year maintenance and defect liability period free of cost)
2 documents required · 2 mandatory
₹500
Yes
₹26,000
Yes
13 May 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 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[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | |||||
| 2[14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity [Through rate] | |||||
| 3[15.1.1.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 1.1. Manual Means Depth up to 3 m [Through Rate] | |||||
| 4[15.1.1.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 1.2. Manual Means Depth 3 m to 6 m [Through Rate] | |||||
| 5[17.14.1]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 1. Grading I material [Through Rate] | |||||
| 6[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] | |||||
| 7[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | |||||
| 8[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | |||||
| 9[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] | |||||
| 10[21.57.1.7]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.7. For Circular sewers having internal diameter - 300 mm [Through Rate] | |||||
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