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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC AFGHAN ROAD OBC BANK HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹22.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.6 L+₹72,618.50 (3.17%)Rejected-AOC | ₹23.6 L+₹72,618.50 (3.17%) | L2 | Rejected-AOC L2 |
| 3 | L3₹23.8 L+₹89,696.59 (3.92%)Rejected-AOC 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | ₹23.8 L+₹89,696.59 (3.92%) | L3 | Rejected-AOC L3 |
| 4 | L4₹24.6 L+₹1.7 L (7.62%)Rejected-AOC HOUSE NO 11 STREET NO 2 GAUTAM NAGAR | S A S NAGAR | S A S NAGAR | PUNJAB | ₹24.6 L+₹1.7 L (7.62%) | L4 | Rejected-AOC L4 |
| 5 | L5₹28.5 L+₹5.6 L (24.4%)Rejected-AOC | ₹28.5 L+₹5.6 L (24.4%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | navendu and company L1 | Star construction company L3 | jhirmal singh govt contractor L5 | SURYANSH CONSTRUCTIONS L4 | Naresh Kumar Govt. Contractor L6 | Walia Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 254.52 | cum | 100 ₹25,452 | 200 ₹50,904 | 213.87 ₹54,434.19 | 35 ₹8,908.2 Lowest | 222 ₹56,503.44 | 175 ₹44,541 |
| 2.00 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge | 2,193.43 | Sq. Mtr | 532 ₹11,66,904.76 Lowest | 545 ₹11,95,419.35 | 704.02 ₹15,44,218.59 | 600 ₹13,16,058 | 715 ₹15,68,302.45 | 582 ₹12,76,576.26 |
| 3.00 | Scarifying Existing Bituminous Surface to a depth of 50mm by Mechanical Means- Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters | 1,696.8 | Sq. Mtr | 5 ₹8,484 Lowest | 5 ₹8,484 Lowest | 5.88 ₹9,977.18 | 50 ₹84,840 | 6.25 ₹10,605 | 5 ₹8,484 Lowest |
| 4.00 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications | 544 | M | 334 ₹1,81,696 | 370 ₹2,01,280 | 390.88 ₹2,12,638.72 | 200 ₹1,08,800 Lowest | 399 ₹2,17,056 | 325 ₹1,76,800 |
| 5.00 | Cement concrete 1:3:6
with stone ballast or shingle
mixing by mechanical means using concrete mixer
volumetric type | 6.84 | cum | 4,000 ₹27,360 | 4,500 ₹30,780 | 4,728 ₹32,339.52 | 4,000 ₹27,360 | 4,750 ₹32,490 | 3,950 ₹27,018 Lowest |
| 6.00 | Cement concrete 1:8:16
With stone aggregates 20mm gauge
mixing by mechanical means using concrete mixer
volumetric type | 254.52 | cum | 3,450 ₹8,78,094 | 3,500 ₹8,90,820 | 3,904.5 ₹9,93,773.34 | 3,600 ₹9,16,272 | 3,954 ₹10,06,372.08 | 3,250 ₹8,27,190 Lowest |
| 7.00Any Other Item (CSR + SP) | |||||||||
Tender Value
₹28.1 L
EMD Value
₹56,105
Closing Date
4 May 2026, 10:00 amClosed
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION
EXECUTIVE ENGINEER KANDI CANAL 3 WRD PUNJAB HOSHIARPUR
ESTIMATE FOR INTERLOCK TILES FOR NARU NANGAL LIFT AT RD 65693 MTR OF KANDI CANAL STAGE 2
2026_WR_166747_1
11//2026-27
Open Tender
Civil Works
Item Rate
45 days
HOSHIARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹56,105
Yes
29 May 2026
23 Apr 2026
4 May 2026
23 Apr 2026
4 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | - | cum | - | - |
| 2 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge | - | Sq. Mtr | - | - |
| 3 | Scarifying Existing Bituminous Surface to a depth of 50mm by Mechanical Means- Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters | - | Sq. Mtr | - | - |
| 4 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications | - | M | - | - |
| 5 | Cement concrete 1:3:6
with stone ballast or shingle
mixing by mechanical means using concrete mixer
volumetric type | - | cum | - | - |
| 6 | Cement concrete 1:8:16
With stone aggregates 20mm gauge
mixing by mechanical means using concrete mixer
volumetric type | - | cum | - | - |
| 7 | Any Other Item (CSR + SP) | - | - | - | - |
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