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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance AMRAPARA BAZAR AMRAPARA DIST PAKUR JHARKHAND 814111 | PAKUR | JHARKHAND | 814111 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance VILL KISHTOPUR PO ISLAMPUR PS BARHARWA SAHIBGANJ JHARKHAND 816101 | KISHTOPUR | SAHIBGANJ | JHARKHAND | 816101 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance KOTALPOKHAR SAHEBGANJ | SAHEBGANJ | JHARKHAND | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹21.7 L
EMD Value
₹43,500
Closing Date
14 Mar 2026, 5:00 pmClosed
E.E. R.D.Spl. Division, Sahibganj
E.E. R.D.Spl. Division, Vikas bhawan, Sahibganj
Construction of P.C.C Road and Culvert in Vill- Naksimol of Panchayat Vishunpur form Rai tola Chhota Chandpur to Main Road Basna under Barharwa Block, District- Sahibganj
2026_RDSPL_110930_1
RDSpl/SAHIBGANJ/19/2025-26 GR13
Open Tender
Civil Works
Percentage
120 days
Under Block- Barharwa, Dist- Sahibganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹43,500
16 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
14 Mar 2026
7 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 339.85 | M3 | 167.33 | ₹56,867.1 |
| 2 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 113.17 | M3 | 589.51 | ₹66,714.85 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 113.17 | M3 | 4,027.14 | ₹4,55,751.43 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 169.92 | M3 | 4,961.73 | ₹8,43,097.16 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 185.8 | M2 | 194.5 | ₹36,138.1 |
| 6 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I | 21.83 | M3 | 167.33 | ₹3,652.81 |
| 7 | Providing and laying with good quality of boulder duly packedas per specification and direction of E/I. | 3.18 | M3 | 1,491.06 | ₹4,741.57 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 3.41 | M3 | 4,598.23 | ₹15,679.96 |
| 9 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 12.08 | M3 | 2,739.68 | ₹33,095.33 |
| 10 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 8.2 | M3 | 2,906.96 | ₹23,837.07 |
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