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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.7 LAccepted-AOC HOUSE NO 11 STREET NO 2 GAUTAM NAGAR | S A S NAGAR | S A S NAGAR | PUNJAB | ₹66.7 L | L1 | Accepted-AOC L1 |
| 2 | l2₹66.9 L+₹24,397.64 (0.37%)Rejected-AOC | ₹66.9 L+₹24,397.64 (0.37%) | l2 | Rejected-AOC L2 |
| 3 | l3₹73.2 L+₹6.5 L (9.79%)Rejected-AOC HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹73.2 L+₹6.5 L (9.79%) | l3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | BHUPESH MITTAL CONTRACTOR L3 | majha construction and supply co. L2 | SURYANSH CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Supply of boulders Stone as per departmental Specification with weight 18 to 40 kg and boulder stone with weight upto 18kg not exceeding 10% of total quantity including digging, collection, all taxes, loading, unloading, stacking with carriage of material | 641.25 | Cum | 1,484 ₹9,51,615 | 1,200 ₹7,69,500 Lowest | 1,616 ₹10,36,260 |
| 2.00 | Weaving wire netting for wire crates including binding sides and partitions to make crates of 15 cm x 15 cm mesh of (10x8x2) size crate including cost of MS annealed wire 4 mm dia(8SWG) confirming to latest IS specifications. | 2,009.25 | Sq.Mtr | 197 ₹3,95,822.25 | 170 ₹3,41,572.5 Lowest | 178 ₹3,57,646.5 |
| 3.00 | Filling stones or spalls into crates and hand packing | 641.25 | Cum | 1,801 ₹11,54,891.25 | 1,500 ₹9,61,875 | 266 ₹1,70,572.5 Lowest |
| 4.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 202.5 | Cum | 6,213 ₹12,58,132.5 | 5,900 ₹11,94,750 Lowest | 6,200 ₹12,55,500 |
| 5.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the
embankment locations with all lifts and leads ((a)) excluding royalty. | 2,712.88 | Cum | 109 ₹2,95,703.92 | 100 ₹2,71,288 Lowest | 110 ₹2,98,416.8 |
| 6.00 | Compaction ( (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 2,712.88 | Cum | 64 ₹1,73,624.32 | 68 ₹1,84,475.84 | 20 ₹54,257.6 Lowest |
| 7.00 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | 2,712.88 | Cum | 15 ₹40,693.2 Lowest | 15 ₹40,693.2 Lowest | 20 ₹54,257.6 |
| 8.00 | Extra for rolling to specifications. | 2,712.88 | Cum | 17 ₹46,118.96 | 15 ₹40,693.2 Lowest | 20 ₹54,257.6 |
| 9.00 | Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type | 131.09 | Cum | 4,664 ₹6,11,403.76 | 4,500 ₹5,89,905 | 4,266 ₹5,59,229.94 Lowest |
| 10.00 | Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type | 61.31 | Cum | 5,478 ₹3,35,856.18 | 5,200 ₹3,18,812 Lowest | 5,226 ₹3,20,406.06 |
Tender Value
₹74.0 L
EMD Value
₹1.5 L
Closing Date
16 Feb 2026, 12:00 pmClosed
Executive Engineer Kandi Canal 1 DIV HSP
Executive Engineer Kandi Canal 1 DIV HSP
Estimate for restoration/repair of stone protection work of Canal Syphon at RD 57980 mtr of Kandi Canal Satge-1
2026_WR_159424_1
10
Open Tender
Civil Works - Canal
Item Rate
60 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.5 L
Yes
9 Apr 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
Supply of boulders Stone as per departmental Specification with weight 18 to 40 kg and boulder stone with weight upto 18kg not exceeding 10% of total quantity including digging, collection, all taxes, loading, unloading, stacking with carriage of material
Weaving wire netting for wire crates including binding sides and partitions to make crates of 15 cm x 15 cm mesh of (10x8x2) size crate including cost of MS annealed wire 4 mm dia(8SWG) confirming to latest IS specifications.
Filling stones or spalls into crates and hand packing
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((a)) excluding royalty.
Compaction ( (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
Extra for rolling to specifications.
Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type(Below concrete blocks)
HIRE CHARGES OF MACHINERY (12) Crane 80 tonnes
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil (B) Mechanical Means
(a) Depth upto 3 m
(b) Depth 3 m to 6 m
Dismantling concrete ((c) ) Cement concrete 1:3:6
Dismantling concrete ((d)) Cement concrete 1:2:4
Any Other Item (CSR )
stage.html
html • 0.04 MB
techsummary_323295.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.65 MB
BOQ_323295.xls
BOQ • 0.29 MB
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