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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 CrAccepted-AOC NA | NA | NA | 121004 | ₹1.9 Cr | 1 | Accepted-AOC RANK 1 |
| 2 | 2₹2.0 CrRejected-Finance HOUSE NO 342 DHURI GATE PADHIAN WALI STREET SANGRUR PUNAJB 148001 | SANGRUR | PUNJAB | 148001 | ₹2.0 Cr | 2 | Rejected-Finance RANK 2 |
| 3 | 3₹2.0 CrRejected-Finance BHAGWANPURA DISTY SYSYTEM CONCRETE LINING M 15 WITH 10 ENHANCED CAPACITY FROM RD 28900 42528 OFFTAKING AT RD 90200 R 2ND PATIALA FEEDER | ₹2.0 Cr | 3 | Rejected-Finance RANK 3 |
| 4 | 4₹2.0 CrRejected-Finance COLONY SINGHBHUM JAMSEDPUR JHARKHAND UNNAMED ROAD TELCO COLONY SINGHBHUM JAMSEDPUR JHARKHAND TELCO COLONY SINGHBHUM EAST SINGHBHUM JHARKHAND 831010 | 831010 | ₹2.0 Cr | 4 | Rejected-Finance RANK 4 |
| 5 | 5₹2.1 CrRejected-Finance HOUSE NO 40 E PARTAP NAGAR PATIALA PUNJAB | PATIALA | PUNJAB | 140401 | ₹2.1 Cr | 5 | Rejected-Finance RANK 5 |
| Sl No | Description | Qty | Unit | NARESH KUMAR DUGGAL L3 | SUKHDEV SINGH CONTRACTOR L2 | V.K.& SONS L5 | ASHOK KUMAR BANSAL GOVT CONTRACTOR L4 | AMBEY CONSTRUCTION CO L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 3.42 | km | 1,869.44 ₹6,393.48 | 1,869 ₹6,391.98 | 1,869 ₹6,391.98 | 1,869 ₹6,391.98 | 1,869 ₹6,391.98 |
| 2.00 | Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge 1.50 to 4.50 cumecs including boundary road | 3.42 | km | 2,605.83 ₹8,911.94 | 2,605 ₹8,909.10 | 2,605 ₹8,909.10 | 2,084 ₹7,127.28 | 1 ₹3.42 |
| 3.00 | Excavation in soil using hydraulic excavator and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and leads. | 3,516.5 | cum | 35.82 ₹1.3 L | 35 ₹1.2 L | 35 ₹1.2 L | 35 ₹1.2 L | 35.82 ₹1.3 L |
| 4.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads | 393.55 | cum | 183.4 ₹72,177.07 | 19 ₹7,477.45 | 106 ₹41,716.30 | 93 ₹36,600.15 | 133 ₹52,342.15 |
| 5.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 4,659.33 | cum | 99.03 ₹4.6 L | 84 ₹3.9 L | 84 ₹3.9 L | 99 ₹4.6 L | 99 ₹4.6 L |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 885.17 | cum | 159.2 ₹1.4 L | 159 ₹1.4 L | 159 ₹1.4 L | 159 ₹1.4 L | 130 ₹1.2 L |
| 7.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 mtr -3.0 mtr depth | 885.17 | cum | 166.84 ₹1.5 L | 166 ₹1.5 L | 166 ₹1.5 L | 166 ₹1.5 L | 130 ₹1.2 L |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications | 8,166.98 | sqm | 18.49 ₹1.5 L | 19 ₹1.6 L | 18 ₹1.5 L | 18 ₹1.5 L | 18.49 ₹1.5 L |
| 9.00 | 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 | 151.9 | cum | 191.74 ₹29,125.31 | 134 ₹20,354.60 | 134 ₹20,354.60 | 191 ₹29,012.90 | 191.74 ₹29,125.31 |
| 10.00 | Dressing of earthwork | 1,472.93 | sqm | 1.3 ₹1,914.81 | 1 ₹1,472.93 | 1 ₹1,472.93 | 1 ₹1,472.93 | 1.3 ₹1,914.81 |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
31 Dec 2025, 10:00 amClosed
EXECUTIVE ENGINEER LUDHIANA CANAL AND GW DIVISION
EXECUTIVE ENGINEER LUDHIANA CANAL AND GW DIVISION WRD PB LDH DUGRI PHASE 1 NEAR DURGA MATA MANDIR LUDHIANA
Estimate for concrete lining of Daulatwah Distributary slice RD 20380-34425
2025_WR_155360_2
4084/28A
Open Tender
Civil Works - Canal
90 days
Daulatwah Distributary
Estimate for concrete lining of Daulatwah Distributary slice RD 20380-34425
2 documents required · 2 mandatory
₹2,000
₹4.9 L
Yes
EXECUTIVE ENGINEER LDH CANAL AND GW DIVN WRD DUGRI
14 Jan 2026
10 Dec 2025
31 Dec 2025
10 Dec 2025
31 Dec 2025
10 Dec 2025
22 Dec 2025
Amount
Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs
Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge 1.50 to 4.50 cumecs including boundary road
Excavation in soil using hydraulic excavator and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and leads.
Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 mtr -3.0 mtr depth
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications
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
Dressing of earthwork
Putting cement water slurry 1:3 with cement @2.25kg/sqm on prepared bed and side slopes before laying concrete on bed and side slopes.
Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
Providing and laying 250mm wide LDPE film of 150 micron over sleepers
Filling contraction joint with sealing compound complete in all respect.
Extra bitumen painting at 0.69 Kg. per Sqm.
Filling expansion joint with sealing compound complete in all respect.
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
Dismantling brick work lining in cement
Cold twisted deformed (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
Cement concrete 1:4:8 with stone aggregate 40mm gauge, mixing by mechanical means using concrete mixer volumetric type
10mm thick cement plaster 1.4 on sides walls.
10mm thick cement plaster 1:4 on bed and top.
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With ‘H‘ upto 0.5m.
Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With ‘H‘ upto 0.5 m.
Extra labour for dressing of bricks for outlet With ‘H‘ upto 0.5 m.
Dismantling Reinforced cement concrete
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. By Mechanical Means. Depth upto 3 m
Preparing, watering and ramming surface for laying concrete. Head work. Horizontal.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump.
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M40. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure-including centering and shuttering, Height up to 5m.
Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Supplying, fitting and placing HYSD bar reinforcement super-structure complete as per drawing and technical specifications.
BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
Drainage Sprouts complete as per drawing no. SD/205 and technical specification with 0.6 m long GI 100 mm dia drainage GI light grade pipe (For Bridges)
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour 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-inCharge
Supply of APM Block
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 (B.2) Using Batching Plant, Transit Mixer and Concrete Pump ((a)) For Solid slab super-structure-including centering and shuttering ((i)) Height up to 5m
SUKHDEV SINGH CONTRACTOR (BID ID -708075)
NARESH KUMAR DUGGAL (BID ID -707761)
ASHOK KUMAR BANSAL GOVT CONTRACTOR (BID ID -708072)
V.K.& SONS (BID ID -707901)
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