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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.6 LAdmitted-Finance | -3.81% | ₹23.6 L | L1 | Admitted-Finance |
| 2 | L2₹23.8 L+₹19,647.23 (0.83%)Admitted-Finance NO 152 E V R NAGAR SRIRANGAM TIRUCHIRAPPALLI 5 | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | -3.01% | ₹23.8 L+₹19,647.23 (0.83%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical NEAR VIJAY DENTAL CLINIC NABHA GATE DISTT PATIALA | PATIALA | PUNJAB | 140401 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹24.6 L
EMD Value
₹49,000
Closing Date
7 Sept 2026, 5:00 pmClosed
Er. Jaspreet Singh Vermi
Executive Engineer Provincial Division Gurdaspur
Repair of Phirni Village Dostpur Damaged Due to Heavy Floods in MC Kalanaur Distt. Gurdaspur under MPLAD Scheme
2026_CEPW_174119_1
Bid No 21 Dated 24.08.2026 (Dostpur)
Open Tender
Civil Works - Roads
Percentage
60 days
Kalanaur
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹49,000
Yes
16 Sept 2026
25 Aug 2026
8 Sept 2026
25 Aug 2026
7 Sept 2026
25 Aug 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 | 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 3003 of MORT&H specifications. | 180 | Cum | 375.65 | ₹67,617 |
| 2 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. | 360 | Sqm | 6.32 | ₹2,275.2 |
| 3 | Construction of granular sub-base by providing coarse graded material grading, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | 126 | Cum | 1,629.97 | ₹2,05,376.22 |
| 4 | Providing, laying, spreading and compacting stone aggregates of Wet Mix Macadam specification | 126 | Cum | 2,100.16 | ₹2,64,620.16 |
| 5 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications as per CSR 24.58 | 157.5 | Cum | 5,979.82 | ₹9,41,821.65 |
| 6 | Earthwork in excavation in foundation in ordinary soil | 204.71 | Cum | 35.82 | ₹7,332.71 |
| 7 | First class brick work laid in cement sand mortar 1:5 in foundation and plinth | 21.28 | Cum | 6,420.36 | ₹1,36,625.26 |
| 8 | 12.5mm Cement plaster 1:4 | 108.74 | Sqm | 200.16 | ₹21,765.4 |
| 9 | Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 2.76 | Cum | 5,682.04 | ₹15,682.43 |
| 10 | Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete | 2.35 | Qtl | 7,876.91 | ₹18,510.74 |
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