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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC 350 A AGAR NAGAR LUDHIANA | LUDHIANA | LUDHIANA | PUNJAB | ₹2.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.7 Cr+₹7.3 L (2.83%)Rejected-AOC 140 H SBS NAGAR LUDHIANA | LUDHIANA | ₹2.7 Cr+₹7.3 L (2.83%) | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-PreQual/Technical 111 B L LANE BAKSARA HOWRAH | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
6 Feb 2026, 10:00 amClosed
Executive Engineer Const Div No. 1 PWD Ludhiana
Executive Engineer Const Div No. 1 PWD Ludhiana
Special Repair of Road Along Sidhwan canal Changan Bridge to Bassian Bridge Including Maintenance of Road for 5 Year (One year Defects Liability Period Plus Four Year Maintenance Period)
2026_CEPW_158551_1
24 of 23.01.2026
Open Tender
Civil Works - Roads
Percentage
180 days
Changan
Please refer Tender documents.
24 documents required · 24 mandatory
₹20,000
₹6.3 L
Yes
9 Apr 2026
23 Jan 2026
6 Feb 2026
23 Jan 2026
6 Feb 2026
23 Jan 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 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead | 2,719.5 | cum | 35.82 | ₹97,412.49 |
| 2 | Dismantling brick work tile, masonry or tile lining | 115.54 | cum | 144.33 | ₹16,675.89 |
| 3 | 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. | 4,992.4 | sqm | 6.32 | ₹31,551.97 |
| 4 | Credit for Brick Bats Obtained from Dismantling of Brick Edging. | 57.77 | cum | 531 | ₹30,675.87 |
| 5 | Credit for Old Bricks Obtained from Dismantling of Brick Edging. | 16,650 | Nos | 2.63 | ₹43,789.5 |
| 6 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications 24.14 | 7,400 | mtr | 91.21 | ₹6,74,954 |
| 7 | Construction of granular sub-base by providing material, 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 MORD technical specifications. 24.7 | 614.8 | cum | 1,586.52 | ₹9,75,392.5 |
| 8 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per MoRTH technical specifications (without screening for low volume Roads/undersigned) 24.11(ii) | 424.38 | cum | 2,036.49 | ₹8,64,245.63 |
| 9 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per MoRTH technical specifications (without screening for low volume Roads/undersigned) 24.12(ii) | 1,130.98 | cum | 2,036.46 | ₹23,03,195.53 |
| 10 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10 | 11,285 | sqm | 5.27 | ₹59,471.95 |
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