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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance MOHANPUR GURGAIN BURMU RANCHI | RANCHI | JHARKHAND | 829205 | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 CrSame as L1Admitted-Finance AMIKA MANSILLPARK SASCET DARDEADO JOINED COLLEGE DOORDA RANCHI HOB | ₹2.2 CrSame as L1 | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical attached. |
| 4 | Rejected-Technical PATHARGAMA GODDA | PATHARGAMA | GODDA | JHARKHAND | - | - | Rejected-Technical attached. |
| Sl No | Description | Qty | Unit | M/S AMAN ENTERPRISES L2 | M/S S.A.CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.BCD(5.1.1) | 100.85 | CUM | 151.82 ₹15,311.05 Lowest | 151.82 ₹15,311.05 Lowest |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item B)BCD(5.1.2) | 27.08 | CUM | 15.51 ₹420.01 Lowest | 15.51 ₹420.01 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. - Hard rock (blasting prohibited)BCD(DSR 2.7.2) | 98.54 | CUM | 1,169.92 ₹1,15,283.92 Lowest | 1,169.92 ₹1,15,283.92 Lowest |
| 4.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)BCD(5.1.7) | 227.96 | CUM | 55.28 ₹12,601.63 Lowest | 55.28 ₹12,601.63 Lowest |
| 5.00 | Providing coarse clean sand in filling 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/l (Mode of measurement complacted volume).BCD(5.1.10.) | 109.36 | CUM | 589.51 ₹64,468.81 Lowest | 589.51 ₹64,468.81 Lowest |
| 6.00 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.BCD(5.6.1) | 200.54 | SQM | 356.52 ₹71,496.52 Lowest | 356.52 ₹71,496.52 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:3:6 (1 cement : 3 coarse sand (zone - III): 6 graded stone aggregate 20mm nominal zie)BCD(5.3.1.4) | 46.67 | CUM | 4,125.41 ₹1,92,532.88 Lowest | 4,125.41 ₹1,92,532.88 Lowest |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III): 3 graded stone aggregate 20mm nominal zie)BCD(5.3.9.1) | 69.15 | CUM | 5,218 ₹3,60,824.7 Lowest | 5,218 ₹3,60,824.7 Lowest |
| 9.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases, above plinth level upto floor five level, excluding the cost of cenetering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III): 3 graded stone aggregate 20mm nominal size)BCD(5.3.11) | 113.97 | CUM | 6,308.87 ₹7,19,021.91 Lowest | 6,308.87 ₹7,19,021.91 Lowest |
| 10.00 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III) : 3 graded stone aggregate 20mm nominal size)BCD(5.3.10) | 12.79 | CUM | 6,082.45 ₹77,794.54 Lowest | 6,082.45 ₹77,794.54 Lowest |
Tender Value
₹7.3 Cr
EMD Value
₹7.3 L
Closing Date
27 Dec 2025, 5:00 pmClosed
E.E.,N.R.E.P., KHUNTI.
E.E.,N.R.E.P., KHUNTI.
Development work of Panchghagh Waterfall in Khunti district as a tourist destination under sub-plan of Tourism Tribal Area.
2025_NRPKH_107909_1
NREP/KHUNTI/F2-08/2025-26
Open Tender
Civil Works
Item Wise
545 days
KHUNTI
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Yes
₹7.3 L
2 Feb 2026
17 Dec 2025
29 Dec 2025
17 Dec 2025
27 Dec 2025
17 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.BCD(5.1.1) | 1 | CUM | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item B)BCD(5.1.2) | 1 | CUM | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. - Hard rock (blasting prohibited)BCD(DSR 2.7.2) | - | CUM | - | - |
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)BCD(5.1.7) | 1 | CUM | - | - |
| 5 | Providing coarse clean sand in filling 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/l (Mode of measurement complacted volume).BCD(5.1.10.) | 1 | CUM | - | - |
| 6 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.BCD(5.6.1) | - | SQM | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:3:6 (1 cement : 3 coarse sand (zone - III): 6 graded stone aggregate 20mm nominal zie)BCD(5.3.1.4) | - | CUM | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III): 3 graded stone aggregate 20mm nominal zie)BCD(5.3.9.1) | - | CUM | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases, above plinth level upto floor five level, excluding the cost of cenetering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III): 3 graded stone aggregate 20mm nominal size)BCD(5.3.11) | 1 | CUM | - | - |
| 10 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III) : 3 graded stone aggregate 20mm nominal size)BCD(5.3.10) | 1 | CUM | - | - |
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