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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance KALIMAT PO MAHULIA GHATSILA EAST SINGHBUM 832304 | EAST SINGHBUM | JHARKHAND | 832304 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance 24 HATHIJOBRA MAIN ROAD DAHIGORA GHATSILA EAST SINGHBHUM JHARKHAND 832303 UDYAM JH 06 0002763 | EAST SINGHBUM | JHARKHAND | 832303 | ₹2.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.0 CrAdmitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹2.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.4 CrAdmitted-Finance LALDIH GOPALPUR GHATSHILA EAST SINGHBHUM JHARKHAND | RANCHI | JHARKHAND | 829205 | ₹2.4 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per decision |
| Sl No | Description | Qty | Unit | RAJESH KUMAR CONSTRUCTIONS PVT. LTD. L4 | UTTAMABHISHEK CONSTRUCTION PVT.LTD L1 | PUSHPANJALI ENGGCON PRIVATE LIMITED L3 | GARG ENGINEERING & CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embakement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (7.1.2) WRD | 4.73 | Ha | 18,774.26 ₹88,802.25 | 14,958.55 ₹70,753.94 | 15,808 ₹74,771.84 | 15,462.43 ₹73,137.29 |
| 2.00 | Earth work in filling in canal banks ( canal discharge upto 28 cumec)as well as special repair of canal banks in ordinary soil- do - with initial lead of 15 M, and lift of 1.5 M - do - as per specification and direction of E/I ( Mode of measurement sectional measurement shall be of compacted earth).( 7.1 .25) WRD | 13,841.9 | m³ | 121.55 ₹16.8 L | 96.84 ₹13.4 L | 110 ₹15.2 L | 100.11 ₹13.9 L |
| 3.00 | Labour for rolling and compacting the earth in layers of 225mm thick at OMC by sleep foot roller driven by tractor to achieve min.95 % of max. dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. (Mode of measurement- sectional measurement of compacted earth) WRD (7.1.39) | 13,841.9 | m³ | 24.47 ₹3.4 L | 19.49 ₹2.7 L | 17 ₹2.4 L | 20.15 ₹2.8 L |
| 4.00 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs(5 cusecs) and rennovation of pyines etc disposal of excavated earth etc. and in ordinary soil including rough dressing with initial lead of10M and lift of 1.5M as per specification and direction of E/I. (specification revised vide T.E.C. letter No 63 dated 07.10.94). (7.1.20) WRD | 1,006.59 | m3 | 114.59 ₹1.2 L | 91.3 ₹91,901.67 | 110 ₹1.1 L | 94.38 ₹95,001.96 |
| 5.00 | Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) | 517.7 | m3 | 429.83 ₹2.2 L | 342.47 ₹1.8 L | 370 ₹1.9 L | 354 ₹1.8 L |
| 6.00 | Providing compacted 75mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. (7.2.1.A)WRD | 14,114.88 | m2 | 137.1 ₹19.4 L | 109.24 ₹15.4 L | 120 ₹16.9 L | 112.91 ₹15.9 L |
| 7.00 | Separation membrane of impermeable plastic sheeting 125 microne thick ( WRD M -072 ) | 13,943.08 | m² | 14.19 ₹2.0 L | 11.31 ₹1.6 L | 11 ₹1.5 L | 11.69 ₹1.6 L |
| 8.00 | Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1) | 1,425.41 | m3 | 7,875.92 ₹1.1 Cr | 6,275.2 ₹89.4 L | 6,600 ₹94.1 L | 6,486.59 ₹92.5 L |
| 9.00 | Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) | 38.52 | m³ | 429.83 ₹16,557.05 | 342.47 ₹13,191.94 | 340 ₹13,096.80 | 354 ₹13,636.08 |
| 10.00 | Earthwork In excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs ete. all complete as per specification and direction of E/I. S.O.R Item No 7.1.27 WRD | 321.54 | m³ | 143.68 ₹46,198.87 | 114.48 ₹36,809.90 | 110 ₹35,369.40 | 118.34 ₹38,051.04 |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer, Minor Distribution Division No
Executive Engineer, Minor Distribution Division No-12 Mango, Jamshedpur.
Repair and Maintenance of OR-28 and all Structure Ex- Km. 63.40 of CLMC.
2026_WRD_111957_1
WRD/MDD-12/JSR/SBD-02/2025-26
Open Tender
Civil Works
360 days
Jamshedpur
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹2.5 L
Yes
12 May 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embakement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (7.1.2) WRD | - | Ha | - | - | |
Earth work in filling in canal banks ( canal discharge upto 28 cumec)as well as special repair of canal banks in ordinary soil- do - with initial lead of 15 M, and lift of 1.5 M - do - as per specification and direction of E/I ( Mode of measurement sectional measurement shall be of compacted earth).( 7.1 .25) WRD | 1 | m³ | - | - | |
Labour for rolling and compacting the earth in layers of 225mm thick at OMC by sleep foot roller driven by tractor to achieve min.95 % of max. dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. (Mode of measurement- sectional measurement of compacted earth) WRD (7.1.39) | 1 | m³ | - | - | |
Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs(5 cusecs) and rennovation of pyines etc disposal of excavated earth etc. and in ordinary soil including rough dressing with initial lead of10M and lift of 1.5M as per specification and direction of E/I. (specification revised vide T.E.C. letter No 63 dated 07.10.94). (7.1.20) WRD | - | m3 | - | - | |
Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) | - | m3 | - | - | |
Providing compacted 75mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. (7.2.1.A)WRD | 1 | m2 | - | - | |
Separation membrane of impermeable plastic sheeting 125 microne thick ( WRD M -072 ) | 1 | m² | - | - | |
Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1) | - | m3 | - | - | |
Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) | - | m³ | - | - | |
Earthwork In excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs ete. all complete as per specification and direction of E/I. S.O.R Item No 7.1.27 WRD | - | m³ | - | - |
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