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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹52.3 LAccepted-AOC ROPAR CANALS AND GROUND WATER MODEL JAL SAROT VIBHAG PUNJAB ROPAR | 1 | Accepted-AOC RANK 1 | |
| 2 | 2₹59.8 L+₹2.4 L (4.25%)Rejected-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | 2 | Rejected-Finance RANK 2 |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISES L1 | M/s M.K. Construction Co. 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 | 1 | cum | 94 ₹94 Lowest | 98 ₹98 |
| 2.00 | Earthwork undressed with combined lead upto 15mtr including breaking of clods | 1 | cum | 133 ₹133 Lowest | 135 ₹135 |
| 3.00 | Dressing of New Earthwork | 1 | sqm | 2 ₹2 Lowest | 5 ₹5 |
| 4.00 | Re-handling of earthwork recently executed | 1 | cum | 75 ₹75 Lowest | 80 ₹80 |
| 5.00 | 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 | cum | 225 ₹225 Lowest | 230 ₹230 |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 1 | km | 980 ₹980 Lowest | 1,000 ₹1,000 |
| 7.00 | Dismantling Brick Work in Cement | 1 | cum | 850 ₹850 Lowest | 880 ₹880 |
| 8.00 | Dressing of Bed and Preparation of Sub-grade for Lining | 1 | sqm | 13 ₹13 | 12 ₹12 Lowest |
| 9.00 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls | 1 | cum | 7,400 ₹7,400 Lowest | 7,800 ₹7,800 |
| 10.00 | Cement Conc. 1:4:8 with brick ballast | 1 | cum | 5,000 ₹5,000 Lowest | 5,100 ₹5,100 |
Tender Value
₹47.9 L
EMD Value
₹95,825
Closing Date
31 Dec 2025, 10:00 amClosed
EXECUTIVE ENGINEER LUDHIANA CANAL AND GW DIVISION
EXECUTIVE ENGINEER LUDHIANA CANAL AND GW DIVISION NEAR DURGA MATA MANDIR PHASE 1 LUDHIANA
Estimate for Construction/Renovation of the water courses of outlet at RD 54193/L of Sangatpura Disty (Open watercourse)
2025_WR_155368_1
4085/28A
Open Tender
Civil Works - Canal
Item Rate
90 days
Sangatpura Disty
Estimate for Construction/Renovation of the water courses of outlet at RD 54193/L of Sangatpura Disty (Open watercourse)
2 documents required · 2 mandatory
₹500
₹95,825
Yes
28 Feb 2026
10 Dec 2025
31 Dec 2025
10 Dec 2025
31 Dec 2025
10 Dec 2025
Amount
Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods
Earthwork undressed with combined lead upto 15mtr including breaking of clods
Dressing of New Earthwork
Re-handling of earthwork recently executed
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.
Dag belling single kassi stroke minimum 7.5 cm depth.
Dismantling Brick Work in Cement
Dressing of Bed and Preparation of Sub-grade for Lining
First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls
Cement Conc. 1:4:8 with brick ballast
Cement Conc. 1:2:4 for bed
10 mm thick Cement Plaster 1:4 on Side Walls
10 mm thick Cement Plaster 1:4 on Floors
RCC work hand mixed 1:2:4 for slab including steel reinforcement
Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or battering)
Providing & placing of Steel foot steps complete Item no. (29.35)
Fixing of frame
Supplying & Laying Dry Brick Bats
Earthwork filling in 0.152 mtr layers in foundation, including ramming ,watering and consoildation under bed
Providing, lowering Precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of rein forcement 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. RCC NP2 450mm dia
M/s M.K. Construction Co. (BID ID -708766)
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