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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC FLAT NO 1 AMRITSAR ROAD SIGNATURE VILLA AJNALA AMRITSAR | AJNALA | AMRITSAR | ₹40.3 L | L1 | Accepted-AOC Accept |
| 2 | L2₹43.7 L+₹3.4 L (8.43%)Rejected-AOC | ₹43.7 L+₹3.4 L (8.43%) | L2 | Rejected-AOC Reject |
Tender Value
₹50.0 L
EMD Value
₹10,000
Closing Date
19 Aug 2026, 5:00 pmClosed
Executive Engineer Construction No 3 Amritsar
Executive Engineer Construction No 3 Amritsar
Restoration of Fatehgarh Churian Ramdas Road And Kamalpur Ramdas Road in Distt Amritsar
2026_CEPW_173399_1
EE/C3/Asr/13 Dated 11.08.2026
Open Tender
Civil Works - Roads
Percentage
180 days
Fatehgarh Churian Road
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,000
₹10,000
Yes
15 Sept 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
19 Aug 2026
12 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 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | 165.84 | Sqm | 44.22 | ₹7,333.44 |
| 2 | Providing and laying bituminous macadam 50mm to 75mm thick with Continous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, carriage of mixed material to site of work, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications | 8.29 | Cum | 11,745.02 | ₹97,366.22 |
| 2.2 | III. The mix shall exhibit the following details:
a) Binder expressed as a percentage by weight of total mix.
b) Coarse aggregate of 26.5mm gauge expressed as percentage by weight of total mix.
c) Crushed Bajri of 11.2mm size expressed as percentage by weight of total mix.
d) Fine aggregates 4.75 mm below expressed as percentage by weight of total mix.
e) A single definite percentage passing each sieve for mixed aggregates.
f) Density of Bituminous Macadam (75mm /50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site.
IV) The contractor thereafter, shall be required to complete the supply of various ingradients or Bituminious Macadam as per proportions stipulated in the approved mix.
V) Rate of B.M. shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4% if Laboratory designs a mix with different percentage then the differenc | - | - | - | - |
| 3 | Providing and applying tack coat with bitumen using emulsion R.S 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 | 165.84 | Sqm | 44.22 | ₹7,333.44 |
| 4 | Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type HMP using with paver finisher mechanical crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 509 of MORT&H specifications | 4.98 | cum | 17,922.06 | ₹89,251.86 |
| 4.2 | ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H 5th Revision specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision).
iii.) The approved mix shall exhibit the following details, source and location of all material:-
(a) Binder expressed as percentage by weight of total mix.
(b) Course expressed as percentage by weight of total mix.
(c) Crushed bajri expressed as percentage by weight of total mix.
(d) Fine aggregate expressed as percentage by weight of total mix.
(e) A single definite percentage passing each sieve for mixed aggregates.
f) Density of dense bituminous macadam after compaction will be not less than 2.35 gm/CC | - | - | - | - |
| 5 | Construction of Brickwork Drain on side of the road. | 460.16 | mtr | 10,424.01 | ₹47,96,712.44 |
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