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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC | ₹40.7 L | L1 | Accepted-AOC Lowest1 |
| 2 | L2₹43.3 L+₹2.6 L (6.30%)Rejected-AOC | ₹43.3 L+₹2.6 L (6.30%) | L2 | Rejected-AOC Lowest2 |
| 3 | L3₹43.9 L+₹3.2 L (7.86%)Rejected-AOC | ₹43.9 L+₹3.2 L (7.86%) | L3 | Rejected-AOC Lowest3 |
| 4 | L4₹44.2 L+₹3.5 L (8.58%)Rejected-AOC | ₹44.2 L+₹3.5 L (8.58%) | L4 | Rejected-AOC Lowest4 |
| 5 | L5₹45.8 L+₹5.1 L (12.5%)Rejected-AOC | ₹45.8 L+₹5.1 L (12.5%) | L5 | Rejected-AOC Lowest5 |
Tender Value
₹46.8 L
EMD Value
₹93,636
Closing Date
20 Jul 2026, 11:00 amClosed
Executive Engineer Provl Divn PWD B and R Faridkot
Office of Executive Engineer Provl Divn Faridkot
Construction of Sub Station Building for Critical Care Block Faridkot
2026_CEPW_171755_1
Tender Notice No 13 Dated 09.07.2026
Open Tender
Civil Works - Buildings
Percentage
120 days
Faridkot
Construction of Sub Station Building for Critical Care Block Faridkot
7 documents required · 7 mandatory
₹5,000
₹93,636
Yes
12 Aug 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 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 | Civil work | - | - | - | - |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres 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 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 227.06 | cum | 191.7 | ₹43,527.4 |
| 3 | Providingand applyingAnti Termite Treatment using pre constructional chemical treatment measuresasper IS- 6313- 2001(Part 2)& usingChemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundationpits, by treatin the bottom& sides upto height of 300mmby uniformlysprayingsolution@5Litre/Sqm(ii) In
there fill earth on both sides of all built up walls@ 7.5Litre/Runningmeter (width-300mm,depth- 450mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidatedearthwithintheouterperimeter@5 Litre solution per Sqm. | 133.91 | ltrs | 391.9 | ₹52,479.33 |
| 4 | Cement concrete 1:4:8 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 51.18 | cum | 4,423.3 | ₹2,26,384.49 |
| 5 | Reinforced cement concrete M-25 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. | 41.45 | cum | 6,375.7 | ₹2,64,272.77 |
| 6 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at1.65 Kg per sqm laid hot and sanded | 13.77 | sqm | 377.3 | ₹5,195.42 |
| 7 | Reinforced cement concrete M-25 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. | 47.57 | cum | 7,165.9 | ₹3,40,881.86 |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 129.08 | sqm | 221.2 | ₹28,552.5 |
| 9 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 197.09 | sqm | 560.5 | ₹1,10,468.95 |
| 10 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. | 96.08 | sqm | 400.3 | ₹38,460.82 |
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