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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance STREET NO 4 GOBINDPURA COLONY RAILWAY ROAD SANGRUR | SANGRUR | SANGRUR | PUNJAB | -3.04% | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹12.2 L (3.03%)Admitted-Finance 139 NEW GOLDEN AVENUE NEAR PANJ PEER AMRITSAR PUNJAB | -0.10% | ₹4.2 Cr+₹12.2 L (3.03%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical CIRCULAR ROAD PATHANKOT 145001 | PATHANKOT | PUNJAB | 145001 | - | - | - | Rejected-Technical Not Eligible |
Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
19 Aug 2026, 11:00 amClosed
XEN 1
PSIEC Chandigarh
Construction of Boundary Wall of Water works Footpaths Fencing and Installation of Pump Machinery of Pump House in UGSR etc at HTV Dhanansu Ludhiana
2026_IC_172826_1
PSIEC/Boundary/HTV/Dhanansu
Open Tender
Civil Works - Water Works
Percentage
365 days
Hi Tech Valley Dhanansu Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
₹8.3 L
21 Sept 2026
30 Jul 2026
20 Aug 2026
30 Jul 2026
19 Aug 2026
30 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 |
|---|---|---|---|---|---|
| 1Balance work Pump House | |||||
| 1.01 | 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 masonary in 15 cm. layer with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 184.42 | Cum | 191.74 | ₹35,360.69 |
| 2 | Earth filling with good quality earth obtained from out side including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with road roller complete as per specifications. | 260.58 | Cum | 514.79 | ₹1,34,143.98 |
| 3 | Cement concrete 1:2:4 With stone ballast or shinglemixing by mechanical means using concrete mixer volumetric type | 3.2 | Cum | 5,445.75 | ₹17,426.4 |
| 4 | Cement concrete 1:4:8 with stone ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 76.26 | Cum | 4,385.19 | ₹3,34,414.59 |
| 5 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. | 30.28 | Cum | 7,143.15 | ₹2,16,294.58 |
| 6 | Reinforced cement concrete M-25 mechanicaly 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. | 111.74 | Cum | 6,195.84 | ₹6,92,323.16 |
| 7 | Reinforced cement concrete M-30 mechanically batch mixed with 20 kg per Cum Ironitefloor hardner using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | 12.8 | Cum | 8,081.41 | ₹1,03,442.05 |
| 8 | Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. | 18 | Each | 220.18 | ₹3,963.24 |
| 9 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 73.2 | Sqm | 221.24 | ₹16,194.77 |
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BOQ_351673.xls
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Corrigendum.pdf
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