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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.0 LAccepted-AOC PUNJAB PB PUNJAB | LUDHIANA | PUNJAB | 141001 | ₹13.0 L Quoted ₹13.1 L | 1 | Accepted-AOC bid approved |
| 2 | 2₹14.1 LRejected-AOC H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | ₹14.1 L | 2 | Rejected-AOC bid approved |
| Sl No | Description | Qty | Unit | THE BANARSI COOP L AND C SOCIETY LTD L1 | SHIV KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 100.27 | Cum | 87.61 ₹8,784.65 | 95 ₹9,525.65 |
| 2.00 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods. | 59.75 | Cum | 124.02 ₹7,410.20 | 134 ₹8,006.50 |
| 3.00 | Dressing of New Earthwork | 700.11 | Sqm | 1.4 ₹980.15 | 2 ₹1,400.22 |
| 4.00 | Re-handling of earthwork recently executed | 100.27 | Cum | 70.09 ₹7,027.92 | 76 ₹7,620.52 |
| 5.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 1.48 | Km | 915.92 ₹1,355.56 | 984 ₹1,456.32 |
| 6.00 | Dressing of Bed and preparation of sub grade for lining. | 633.94 | Sqm | 12.26 ₹7,772.10 | 14 ₹8,875.16 |
| 7.00 | 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. | 27.33 | Cum | 207.08 ₹5,659.50 | 223 ₹6,094.59 |
| 8.00 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000
meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | 13.38 | Cum | 332.23 ₹4,445.24 | 357 ₹4,776.66 |
| 9.00 | Providing, Lowering, jointing, cutting precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment gradients levels etc. complete in all
respect. (e) 450mm i/d pipe | 27.43 | Mtr | 1,310.04 ₹35,934.40 | 1,408 ₹38,621.44 |
| 10.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 105.52 | Cum | 6,805.31 ₹7.2 L | 7,310 ₹7.7 L |
Tender Value
₹12.4 L
EMD Value
₹24,893
Closing Date
22 Apr 2026, 3:00 pmClosed
Executive Engineer, BML Division Patiala
XEN, BML Division, Jail Road, Patiala
cLining/Relining of Watercourses of O/L RD 43726/R Dhanauri Disty by using Brick Masonry in Watercourses of Village Mandvi District Sangrur (Length 738 mtr)
2026_WR_161099_6
81/25-26
Open Tender
Civil Works - Canal
90 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹24,893
11 May 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | - | Cum | - | - | itemH1 |
| 2 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods. | - | Cum | - | - | itemH1Code1 |
| 3 | Dressing of New Earthwork | - | Sqm | - | - | code1.02 |
| 4 | Re-handling of earthwork recently executed | - | Cum | - | - | itemH1Code3 |
| 5 | Dag belling single kassi stroke minimum 7.5 cm depth. | - | Km | - | - | itemH1Code4 |
| 6 | Dressing of Bed and preparation of sub grade for lining. | - | Sqm | - | - | itemH1Code5 |
| 7 | 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 | - | - | itemH2 |
| 8 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000
meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | - | Cum | - | - | itemH2Code1 |
| 9 | Providing, Lowering, jointing, cutting precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment gradients levels etc. complete in all
respect. (e) 450mm i/d pipe | - | Mtr | - | - | itemH2Code2 |
| 10 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | - | Cum | - | - | itemH2Code3 |
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