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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 CrAccepted-AOC SIRSA | ₹3.7 Cr | 1 | Accepted-AOC RANK 1 |
| 2 | 2₹3.7 Cr+₹1.5 L (0.39%)Rejected-Finance 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹3.7 Cr+₹1.5 L (0.39%) | 2 | Rejected-Finance RANK 2 |
| 3 | Rejected-Technical ABOHAR | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/s. shivji Singla and Sons, SIRSA L1 | MANMOHAN SINGH CONTRACTOR 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. | 1,874.59 | cum | 174 ₹3,26,178.66 Lowest | 200 ₹3,74,918 |
| 2.00 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. | 855.93 | cum | 38 ₹32,525.34 | 36 ₹30,813.48 Lowest |
| 3.00 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 171.84 | cum | 5,000 ₹8,59,200 Lowest | 6,000 ₹10,31,040 |
| 4.00 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 10,405.13 | sqm | 450 ₹46,82,308.5 Lowest | 550 ₹57,22,821.5 |
| 5.00 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete | 403.62 | qtl | 8,000 ₹32,28,960 Lowest | 10,000 ₹40,36,200 |
| 6.00 | Reinforced cement concrete M-20 mechanically batchmixed using batch type concrete mixer asper IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure | 1,822.52 | cum | 7,200 ₹1,31,22,144 Lowest | 8,400 ₹1,53,09,168 |
| 7.00 | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 28.3 | cum | 6,100 ₹1,72,630 Lowest | 7,250 ₹2,05,175 |
| 8.00 | Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. | 2,772.16 | cum | 132.82 ₹3,68,198.29 Lowest | 150 ₹4,15,824 |
| 9.00 | Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings. | 3,096 | each | 16.86 ₹52,198.56 Lowest | 22 ₹68,112 |
| 10.00 | Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings. | 8,376 | each | 23.18 ₹1,94,155.68 | 23 ₹1,92,648 Lowest |
Tender Value
₹3.6 Cr
EMD Value
₹7.5 L
Closing Date
20 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER (MEMBER PIU) LDH CANAL AND GW DIVN WRD DUGRI
Raising capacity of Sidhwan Branch from RD 0 to 8000 including reconstruction/remodeling of Head Regulator for providing additional Water Supply to M.C. Ludhiana
2025_WR_155552_2
IN-LMC-527786-CW-RFB Date 09 12 2025
Open Tender
Civil Works - Canal
Item Rate
120 days
Sidhwan Branch from RD 0 to 8000
Raising capacity of Sidhwan Branch from RD 0 to 8000 including reconstruction/remodeling of Head Regulator for providing additional Water Supply to M.C. Ludhiana
2 documents required · 2 mandatory
₹5,000
₹7.5 L
Yes
EXECUTIVE ENGINEER (MEMBER PIU) LDH CANAL AND GW
18 Apr 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
13 Mar 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. | 1,874.59 | cum | 1 | ₹1,874.59 |
| - | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. | 855.93 | cum | 1 | ₹855.93 |
| - | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 171.84 | cum | 1 | ₹171.84 |
| - | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 10,405.13 | sqm | 1 | ₹10,405.13 |
| - | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete | 403.62 | qtl | 1 | ₹403.62 |
| - | Reinforced cement concrete M-20 mechanically batchmixed using batch type concrete mixer asper IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure | 1,822.52 | cum | 1 | ₹1,822.52 |
| - | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 28.3 | cum | 1 | ₹28.3 |
| - | Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. | 2,772.16 | cum | 1 | ₹2,772.16 |
| - | Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings. | 3,096 | each | 1 | ₹3,096 |
| - | Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings. | 8,376 | each | 1 | ₹8,376 |
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