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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.0 LAdmitted-Finance 787 ISMAILABAD 136129 | KURUKSHETRA | HARYANA | 136129 | -22.75% | ₹32.0 L | L1 | Admitted-Finance |
| 2 | L2₹32.4 LAdmitted-Finance HISAR | -21.80% | ₹32.4 L | L2 | Admitted-Finance |
| 3 | L3₹32.8 LAdmitted-Finance C O PAWAN KUMAR S O SH RISHAL SINGH R O VPO RAWALWAS KHURD HISAR | HISAR | HISAR | HARYANA | -20.87% | ₹32.8 L | L3 | Admitted-Finance |
| 4 | L4₹33.9 LAdmitted-Finance H NO 57 SECTOR 13 URBAN ESTATE KARNAL HARYANA 132001 | KARNAL | KARNAL | HARYANA | 132001 | -18.27% | ₹33.9 L | L4 | Admitted-Finance |
| 5 | L5₹40.3 LAdmitted-Finance 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | -2.77% | ₹40.3 L | L5 | Admitted-Finance |
Tender Value
₹41.5 L
EMD Value
₹82,960
Closing Date
3 Apr 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
Providing Sewerage Scheme with HDPE pipe of size Construction of Manholes
2026_HBC_511516_1
20267C51CF8C 59F5 4C63 9956 C220D89819EC240HSV
Open Tender
Civil Works
90 days
Karnal
2 documents required · 2 mandatory
₹1,000
₹82,960
Yes
12 May 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
3 Apr 2026
28 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] | - | Sqm | 139 | - |
| 2 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | - | Sqm | 113 | - |
| 3 | [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] | - | Each | 298 | - |
| 4 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate] | - | Per sqm benching and flooring surface measures horizontaly | 160 | - |
| 5 | [21.93.1]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. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | - | Each | 1,155 | - |
| 6 | [21.97.5]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-100 grade and PN-6 for sewer. application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.
` 5. 315 mm Outside Dia [Through Rate] | - | Per Metre | 4,282 | - |
| 7 | [21.97.7]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-100 grade and PN-6 for sewer. application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.
` 7. 400 mm Outside Dia [Through Rate] | - | Per Metre | 7,013 | - |
| 8 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | 83 | - |
| 9 | [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. [Through Rate] | - | cum | 83 | - |
| 10 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] | - | Metre | 64 | - |
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