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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 24 HATHIJOBRA MAIN ROAD DAHIGORA GHATSILA EAST SINGHBHUM JHARKHAND 832303 | EAST SINGHBUM | JHARKHAND | 832303 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical PLOT NO 11 SURVEY NO 09 THE WATER MARK BUILDING 9TH FLOOR WING B KONDAPUR HYDERABAD TELANGANA 50008 | 50008 | Admitted-Fee/PreQual/Technical |
Tender Value
₹5.5 Cr
EMD Value
₹5.5 L
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer, Irrigation Division Galudih
Executive Engineer, Irrigation Division Galudih
Strengthening of embankment of GRMC in between 0.00 KM to 56.04 KM and repairing of its lining, Construction of dowel and drain of GRMC.
2026_WRD_111960_1
WRD/IRRDIVGALUDIH /SBD-01/2025-26
Open Tender
Civil Works
Item Rate
365 days
Ghatsila
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹5.5 L
Yes
15 Apr 2026
24 Mar 2026
15 Apr 2026
24 Mar 2026
13 Apr 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Clearing and grubbing road land including uprooting rank vegetation ,grass,bushes,shrubs,sapling and trees girth upto 300 mm ,removal of stumps of tree cut earlier and disposal of unservicable materials and stacking of materialsto be auctioned ,upto lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. (Common SOR Part- A- 2.03 (i.A)) | - | per Ha | - | - |
| - | Earth work in bed clearance or desilting of canals caarrying F.S discharge of 28 cumecs or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc with initial lead of 30m and lift of 1.5m as per specification and direction of E/I. ( WRD Part B 7.1.18) | - | per m3 | - | - |
| - | Dismantling of existing structures like culverts, bridge, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (Common SOR Part- A- 2.04 (i.B)) | - | per m3 | - | - |
| - | E/W in excavtion 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 etc all complete as per specification and direction of E/I. (WRD pt.-B 7.1.27) | - | per m3 | - | - |
| - | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (WRD Part B- 7.1.10) | - | per m3 | 15.38 | - |
| - | Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item -C) with initial lead of 30m and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (WRD PART-B 7.1.13.2) | - | per m3 | 405.7 | - |
| - | Providing and placing local sand in filling in foundation trenches including ramming as well as royality and all taxes etc as per specification and direction of E/I. (WRD pt.-B, 7.1.37) | - | per m3 | 584.42 | - |
| - | Providing and placing sand filter free from clay and other organic materials 9 F.M. 2.5 to 3.0 ) in slope and bed of the canal , below lining including the cost of watering compaction royalty and other taxes as per specification and direction of E/I. (Where depth of cutting is more than 6 M { 20 ft } ( WRD SOR 7.2.8 ) | - | per m3 | 1,415.17 | - |
| - | Supplying laying boulder in rock toe , heel trenches of dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (Common SOR Part- A, Item No.- 5.6.4) | - | per m3 | - | - |
| - | Supplying G.I. wire crates of size 3m x 1.5m x 0.75m and 150 mm sq mesh made out of G.I. wire 10 S.W.G. double doubleknotted at each joints in box type etc. all complete as per specification and direction of E/I. (WRD SOR PT.- B, 7.7.34) | - | Each | - | - |
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