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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAccepted-Finance MAIN DHOBIANA ROAD AND SHANT NAGAR WARD NO 11 AND P LAYING PC AT GALI KHADDAR BHANDAR WALI STREET B S DR SINGLA EYE HOSPITAL AND FAUJI CHOWK TO MEHNA CHOWK WARD NO 30 AND 27 | LUDHIANA | PUNJAB | 141001 | ₹47.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹48.9 LAccepted-Finance 4909 POST OFFICE BAZAAR BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹48.9 L | L2 | Accepted-Finance 2nd Lowest bidder |
Tender Value
₹49.6 L
EMD Value
₹99,230
Closing Date
24 Apr 2026, 12:00 pmClosed
Executive Engineer
Construction Division No 2 PWD B and R Bathinda
Construction of Slip Road Bathinda Dabwali Road Junction MRSPTU, Bathinda
2026_CEPW_165977_1
C2/71/4
Open Tender
Civil Works - Roads
120 days
Bathinda
Please refer tender documents
3 documents required · 3 mandatory
₹5,000
₹99,230
Yes
21 May 2026
13 Apr 2026
24 Apr 2026
13 Apr 2026
24 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 |
|---|---|---|---|---|---|---|
| 1 | Slip Road | - | - | - | - | 1 |
| 2 | Dismantling brick edging as per CSR 8.5 (i) | - | Cum | - | - | 2 |
| 3 | Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up
to 100m including trimming bottom and side lopes as per technical clause 301 of MORT&H specifications | - | Cum | - | - | 3 |
| 4 | 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 | - | - | 4 |
Construction of embankment with earth obtained from road cutting or excavation including spreading, grading to required slope and compacting to meet
requirement of table 300-2 as per technical clause 305 of MORT&H specifications | - | Cum | - | - | 5 | |
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 | - | Cum | - | - | 6 | |
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with
water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting
with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications | - | Cum | - | - | 7 | |
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 | - | Mtr | - | - | 8 | |
Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and
spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications | - | sqm | - | - | 9 | |
Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared
bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H
specifications | - | sqm | - | - | 10 |
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