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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.9 LAdmitted-Finance | -12.51% | ₹39.9 L | L1 | Admitted-Finance |
| 2 | L2₹42.1 LAdmitted-Finance | -7.55% | ₹42.1 L | L2 | Admitted-Finance |
| 3 | L3₹42.8 LAdmitted-Finance 20638 ST NO 26 2 AJIT ROAD BATHINDA | BATHINDA | BATHINDA | PUNJAB | -6.17% | ₹42.8 L | L3 | Admitted-Finance |
| 4 | L4₹44.1 LAdmitted-Finance VPO DODA SHRI MUKATSAR SAHIB | -3.13% | ₹44.1 L | L4 | Admitted-Finance |
Tender Value
₹45.6 L
EMD Value
₹91,138
Closing Date
23 Apr 2026, 2:00 pmClosed
ER ONKAR SINGH
EXECUTIVE ENGINEER PROVL DIV PWD BR BATHINDA
CONSTRUCTION OF HEALTH AND WELLNESS CENTER AT VILLAGE POOHLA, DISTT BATHINDA, PUNJAB
2026_CEPW_165947_1
PB/BTI/3
Open Tender
Civil Works - Buildings
120 days
DISTT BATHINDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹91,138
Yes
29 Apr 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
23 Apr 2026
13 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 |
|---|---|---|---|---|---|---|
CIVIL WORK | - | - | - | - | 0 | |
Earth work in excavation in foundation trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | - | CUM | - | - | - | |
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excaveted from foundation and taken only from outside the building plinth in 15cm layers including ramming, watering and consolidating lead up to 30mtrs | - | CUM | - | - | - | |
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead . | - | CUM | - | - | - | |
Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications | - | CUM | - | - | - | |
Cement concrete 1:4:8 with stone ballast of 40mm guage using concrete mixer volumetric type. | - | CUM | - | - | - | |
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | - | CUM | - | - | - | |
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | - | CUM | - | - | - | |
Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. | - | SQM | - | - | - | |
Centring and shuttering for flat surface such as suspended floors, Roofs, Landing, Chajjas, Shelves etc. | - | SQM | - | - | - |
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