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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.2 LAdmitted-Finance 208 L MODEL TOWN LUDHIANA | LUDHIANA | PUNJAB | 141001 | -18.51% | ₹16.2 L | L1 | Admitted-Finance |
| 2 | L2₹17.7 LAdmitted-Finance | -11.11% | ₹17.7 L | L2 | Admitted-Finance |
| 3 | L3₹19.7 LAdmitted-Finance | -1.00% | ₹19.7 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical NOT AVAILABLE | - | - | - | Rejected-Technical Not Complied with Technical Specifications |
| 5 | Rejected-Technical KAUSALY KUNJ KORHAR ANANDPUR CAMP BIHTA PATNA 801103 | BIHTA | PATNA | BIHAR | 801103 | - | - | - | Rejected-Technical Not Complied with Technical Specifications |
Tender Value
₹19.9 L
EMD Value
₹39,760
Closing Date
16 Apr 2026, 5:00 pmClosed
Commissioner Municipal Council Sardarshahar
Commissioner Municipal Council Sardarshahar
Renovation Work Of Existing Drainage Systum Pump House Ward No 34 (27 No Ginani) Nagar Parishad Sardar Shahar
2026_DLB_550372_1
ENIT_02_2026_27_SDSR_SNO_2
Open Tender
Miscellaneous Works
60 days
Sardarshahar
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
As per NIT
₹39,760
Yes
9 May 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
16 Apr 2026
7 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 | Earth work in excavation for roadway, including trimming bottom and side slopes In accordance with requirement of line, grades and cross sections, Including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Tron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per tachnical specifications and as per direction of Engineer.300mm | - | MTR | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
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