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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹3.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical KALIMAT PO MAHULIA GHATSILA EAST SINGHBUM 832304 | EAST SINGHBUM | JHARKHAND | 832304 | - | - | Rejected-Technical As per decision |
| Sl No | Description | Qty | Unit | PUSHPANJALI ENGGCON PRIVATE LIMITED L2 | DVIJ CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing of grass and removal of rubbish upto a distance of 1.5 m outside the periphery of the canal on both the banks
( RCD SOR 2.02) | 3.94 | Hectare | 19,760.3 ₹77,934.62 | 19,602.22 ₹77,311.15 |
| 2.00 | Earthwork in bed clearance or desilting of canal carrying F.S. Discharge between 8.5cumecs (300 cusecs) and 0.14cumecs (5cusecs) and renovation of pynes etc disposal of excavted earth etc in ordinary soil including rough dressing with initial lead of 10m and lift 1.5m as per specification and direction of E/I
(7.1.20) | 3,801.84 | M3 | 120.61 ₹4.6 L | 119.65 ₹4.5 L |
| 3.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profile excavation by hydraulic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06)Beyond 150 m upto 1/2 km.
(S.R. No. 7.1.26.1) | 14,650.4 | M3 | 173.59 ₹25.4 L | 172.2 ₹25.2 L |
| 4.00 | Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I.
(S.R. Item No. 7.1.39) | 1,325.14 | M3 | 25.75 ₹34,122.25 | 25.54 ₹33,849.27 |
| 5.00 | Watering and consolidation of earth laid in 150 mm to 225mm layers by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lifts all complete as per specification and direction of E/I.
(S.R. Item No. 7.1.38) | 13,267.83 | M3 | 39.8 ₹5.3 L | 39.48 ₹5.2 L |
| 6.00 | Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I.
(7.1.21) | 176.61 | M3 | 151.15 ₹26,694.45 | 149.94 ₹26,480.89 |
| 7.00 | Providing and placing sand filter free frome clay and other organic materials FM 2.5 to 3.0) in slope and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I
(7.2.8) | 286.54 | M3 | 1,415.17 ₹4.1 L | 1,403.85 ₹4.0 L |
| 8.00 | Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I.
(7.2.19.1) | 361.8 | M3 | 8,289.57 ₹30.0 L | 8,223.25 ₹29.8 L |
| 9.00 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing)For canal side slope
(S.R. item no. 7.2.10.1) | 1,308.89 | M | 166.78 ₹2.2 L | 165.45 ₹2.2 L |
| 10.00 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing).For canal bed (S.R. item no. 7.2.10.2) | 121.09 | M | 110.3 ₹13,355.79 | 109.42 ₹13,248.94 |
Tender Value
₹3.1 Cr
EMD Value
₹3.1 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, Subarnarekha Canal Division,Chandil
Construction of Additional Structures SLR Bridge at Km. 0.857, 13.800, 14.945 ,15.450 and Construction of SLR Bridge at Km 3.556 ,10.280, C.D works at Km 3.746,6.780, CR cum HR at Km 8.00 of Jadugora Distributary and Desilting uprooting of Jungle
2026_WRD_112618_1
WRD/IGC/SCDCHANDIL/SBD01/26-27
Open Tender
Civil Works
300 days
Potka, East Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹3.1 L
Yes
2 Jun 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Clearing of grass and removal of rubbish upto a distance of 1.5 m outside the periphery of the canal on both the banks
( RCD SOR 2.02) | - | Hectare | - | - | |
Earthwork in bed clearance or desilting of canal carrying F.S. Discharge between 8.5cumecs (300 cusecs) and 0.14cumecs (5cusecs) and renovation of pynes etc disposal of excavted earth etc in ordinary soil including rough dressing with initial lead of 10m and lift 1.5m as per specification and direction of E/I
(7.1.20) | - | M3 | - | - | |
E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profile excavation by hydraulic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06)Beyond 150 m upto 1/2 km.
(S.R. No. 7.1.26.1) | 0.2 | M3 | - | - | |
Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I.
(S.R. Item No. 7.1.39) | 0.4 | M3 | - | - | |
Watering and consolidation of earth laid in 150 mm to 225mm layers by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lifts all complete as per specification and direction of E/I.
(S.R. Item No. 7.1.38) | - | M3 | - | - | |
Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I.
(7.1.21) | 0.6 | M3 | - | - | |
Providing and placing sand filter free frome clay and other organic materials FM 2.5 to 3.0) in slope and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I
(7.2.8) | 0.2 | M3 | - | - | |
Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I.
(7.2.19.1) | 0.6 | M3 | - | - | |
Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing)For canal side slope
(S.R. item no. 7.2.10.1) | 0.6 | M | - | - | |
Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing).For canal bed (S.R. item no. 7.2.10.2) | 0.4 | M | - | - |
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