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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹118.6 CrAdmitted-Finance | ₹118.6 Cr | H1 | Admitted-Finance |
| 2 | H2₹112.7 Cr−₹5.9 Cr (4.95%)Admitted-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | ₹112.7 Cr−₹5.9 Cr (4.95%) | H2 | Admitted-Finance |
| 3 | H3₹92.0 Cr−₹26.6 Cr (22.4%)Admitted-Finance STATION ROAD DEOGHAR | ₹92.0 Cr−₹26.6 Cr (22.4%) | H3 | Admitted-Finance |
| 4 | H4₹88.4 Cr−₹30.2 Cr (25.4%)Admitted-Finance | ₹88.4 Cr−₹30.2 Cr (25.4%) | H4 | Admitted-Finance |
| 5 | H5₹77.4 Cr−₹41.2 Cr (34.7%)Admitted-Finance FLAT NO 2 6 BLOCK C CHANDRABALI UDHYAN JAMSHEDPUR 831001 | EAST SINGHBUM | JHARKHAND | 831001 | ₹77.4 Cr−₹41.2 Cr (34.7%) | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Hardev Construction Pvt. Ltd. H3 | Shiv Shakti Constructions H4 | LORDS INFRACON PRIVATE LIMITED H5 | VELJI RATNA SORATHIA INFRA PVT. LTD H2 | Phaloudi Constructions and Infrastructure Pvt Ltd H1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparation of seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E\I. | 7,35,582.16 | Per M2 | 4.5 ₹33,10,119.72 | 5.5 ₹40,45,701.88 | 3.05 ₹22,43,525.59 Lowest | 4 ₹29,42,328.64 | 4 ₹29,42,328.64 |
| 2.00 | Clearing grass and removal of rubbish
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 45.03 | Per hectare | 17,586 ₹7,91,897.58 | 19,760.3 ₹8,89,806.31 | 19,760.3 ₹8,89,806.31 | 17,500 ₹7,88,025 Lowest | 17,500 ₹7,88,025 Lowest |
| 3.00 | Earth Work in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item-A)and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers with initial lead of 10m and all lifts all complete as per specification & direction of E/I.(7.1.43.3) | 1,23,399.71 | Per M3 | 53 ₹65,40,184.63 | 60.48 ₹74,63,214.46 | 45 ₹55,52,986.95 Lowest | 75 ₹92,54,978.25 | 75 ₹92,54,978.25 |
| 4.00 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.2) | 86,379.8 | Per M3 | 93 ₹80,33,321.4 | 95 ₹82,06,081 | 70 ₹60,46,586 Lowest | 85 ₹73,42,283 | 85 ₹73,42,283 |
| 5.00 | E/w in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) Vide type of soil item- C with disposal of spoil upto 500m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43.6) | 24,679.94 | Per M3 | 124 ₹30,60,312.56 | 139.34 ₹34,38,902.84 | 80 ₹19,74,395.2 Lowest | 100 ₹24,67,994 | 100 ₹24,67,994 |
| 6.00 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.8) | 9,871.98 | Per M3 | 257 ₹25,37,098.86 | 289 ₹28,53,002.22 | 220 ₹21,71,835.6 Lowest | 350 ₹34,55,193 | 350 ₹34,55,193 |
| 7.00 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil beyond 500 m but upto1000 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.9) | 2,467.99 | Per M3 | 267 ₹6,58,953.33 | 400 ₹9,87,196 | 260 ₹6,41,677.4 Lowest | 400 ₹9,87,196 | 400 ₹9,87,196 |
| 8.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 150 m but upto 500 m.(7.1.26.1) | 14,27,529.57 | Per M3 | 154 ₹21,98,39,553.78 | 150 ₹21,41,29,435.5 | 105 ₹14,98,90,604.85 Lowest | 176 ₹25,12,45,204.32 | 190 ₹27,12,30,618.3 |
| 9.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 500 m but upto 1 K m.(7.1.26.2) | 14,27,529.57 | Per M3 | 167 ₹23,83,97,438.19 | 150 ₹21,41,29,435.5 | 125 ₹17,84,41,196.25 Lowest | 225 ₹32,11,94,153.25 | 235 ₹33,54,69,448.95 |
| 10.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 1 km but upto 2 K m.(7.1.26.3) | 3,17,228.79 | Per M3 | 183 ₹5,80,52,868.57 | 225 ₹7,13,76,477.75 | 170 ₹5,39,28,894.3 Lowest | 225 ₹7,13,76,477.75 | 245 ₹7,77,21,053.55 |
Tender Value
₹103.7 Cr
EMD Value
₹1.0 Cr
Closing Date
4 Jun 2026, 5:00 pmClosed
Executive Engineer, Irrigation Division Jasidih
Executive Engineer, Irrigation Division Jasidih
Earth work of Gurukul Branch Canal from ch. 0.00 to 624.00 including all structures, Ex. from Ch. 1414.5 (R) of Punasi Main Canal
2026_WRD_112625_1
WRD/Irr. Div., Jasidih Camp-Deoghar/ SBD-IFB-01/2026-27
Open Tender
Civil Works
Item Rate
900 days
Deoghar and Sarwaan
Please Refer Tender Documents
5 documents required · 5 mandatory
₹10,000
₹1.0 Cr
C.E. Office, WRD, Deoghar
16 Sept 2026
9 Apr 2026
6 Jun 2026
9 Apr 2026
4 Jun 2026
9 Apr 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparation of seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E\I. | 0.87 | Per M2 | - | - |
| 2 | Clearing grass and removal of rubbish
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Per hectare | - | - |
| 3 | Earth Work in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item-A)and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers with initial lead of 10m and all lifts all complete as per specification & direction of E/I.(7.1.43.3) | 0.29 | Per M3 | - | - |
| 4 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.2) | - | Per M3 | - | - |
| 5 | E/w in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) Vide type of soil item- C with disposal of spoil upto 500m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43.6) | 1 | Per M3 | - | - |
| 6 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.8) | 1 | Per M3 | - | - |
| 7 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil beyond 500 m but upto1000 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.9) | 1 | Per M3 | - | - |
| 8 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 150 m but upto 500 m.(7.1.26.1) | 0.03 | Per M3 | - | - |
| 9 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 500 m but upto 1 K m.(7.1.26.2) | 0.03 | Per M3 | - | - |
| 10 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 1 km but upto 2 K m.(7.1.26.3) | 0.29 | Per M3 | - | - |
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