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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹83.0 L+₹2,502.78 (0.03%)Admitted-Finance BELAVATIKAR TOLA RARO P S DANDAI GARHWA | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PANKAJ VISHWAKARMA L2 | M/S UNIVERSAL TELECOM L1 |
|---|---|---|---|---|---|
| 1.00 | E/W in stripping by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles, boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 150 M upto 500 M in all by tipper including construction & maintenance of haul road etc. all complete as per specification and direction of E/I. WRD 6.1.6 | 840 | M³ | 88.35 ₹74,214 | 87.35 ₹73,374 Lowest |
| 2.00 | Earth work in filling foundation trenches or back filling of masonry structure with pervious soil in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 1/2Km. with all lifts and carriage by truck including, loading, unloading, spreading, construction and maintenance of haul road etc. as per specification and direction of E/I. WRD 6.1.22 | 1,260 | M³ | 378.06 ₹4,76,355.6 | 377.06 ₹4,75,095.6 Lowest |
| 3.00 | Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity ---do-- all comp. DSR 16.1 | 2,605 | M² | 178.64 ₹4,65,357.2 Lowest | 178.64 ₹4,65,357.2 Lowest |
| 4.00 | Extra for each subsequent lead upto 25 m beyond the initial lead of 50 m ( maximum upto 150 m lead by head load) . BCD 5.1.9 | 855 | M³ | 13.38 ₹11,439.9 Lowest | 13.38 ₹11,439.9 Lowest |
| 5.00 | Supplying and laying(properly as per design and drawing) rip-rap with good quality boulders duly packed including the cost of materials,royality all taxes etc,but excluding the cost of carriage all complete as per specification and direction of E/5.6.8 | 7.37 | M³ | 1,756.4 ₹12,944.67 Lowest | 1,756.4 ₹12,944.67 Lowest |
| 6.00 | Providing P.C.C .M-15 in nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, including provision for expansion joint in intervals, taxes and royalty all complete as per building specification and direction of E/I. 5.3.1.2 | 49.69 | M³ | 4,598.23 ₹2,28,486.05 Lowest | 4,598.23 ₹2,28,486.05 Lowest |
| 7.00 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of sand of requisite f.m (2.5 to 3) all taxes etc. complete job as per specificition and direction of E/l. | 35.08 | M³ | 2,739.68 ₹96,107.97 Lowest | 2,739.68 ₹96,107.97 Lowest |
| 8.00 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) complete Job as per specificition and direction of E/l. | 44.43 | M³ | 2,906.96 ₹1,29,156.23 Lowest | 2,906.96 ₹1,29,156.23 Lowest |
| 9.00 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand all complete job as per specification and direcition of E/l. | 101.53 | M² | 258.87 ₹26,283.07 Lowest | 258.87 ₹26,283.07 Lowest |
| 10.00 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l. | 50 | nos. | 166.46 ₹8,323 Lowest | 166.46 ₹8,323 Lowest |
Tender Value
₹83.0 L
EMD Value
₹1.7 L
Closing Date
24 Sept 2026, 2:00 pmClosed
E.E.N.R.E.P. KHUNTI.
E.E.N.R.E.P. KHUNTI.
Construction of Model Stadium at Village Kochang,Block-Arki,District- Khunti
2026_NRPKH_118896_1
NREP/KHUNTI/F2-11/2026-27
Open Tender
Civil Works
Item Rate
335 days
KHUNTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.7 L
15 Oct 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in stripping by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles, boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 150 M upto 500 M in all by tipper including construction & maintenance of haul road etc. all complete as per specification and direction of E/I. WRD 6.1.6 | 840 | M³ | - | - |
| 2 | Earth work in filling foundation trenches or back filling of masonry structure with pervious soil in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 1/2Km. with all lifts and carriage by truck including, loading, unloading, spreading, construction and maintenance of haul road etc. as per specification and direction of E/I. WRD 6.1.22 | 1,260 | M³ | - | - |
| 3 | Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity ---do-- all comp. DSR 16.1 | 2,605 | M² | - | - |
| 4 | Extra for each subsequent lead upto 25 m beyond the initial lead of 50 m ( maximum upto 150 m lead by head load) . BCD 5.1.9 | 855 | M³ | - | - |
| 5 | Supplying and laying(properly as per design and drawing) rip-rap with good quality boulders duly packed including the cost of materials,royality all taxes etc,but excluding the cost of carriage all complete as per specification and direction of E/5.6.8 | 7.37 | M³ | - | - |
| 6 | Providing P.C.C .M-15 in nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, including provision for expansion joint in intervals, taxes and royalty all complete as per building specification and direction of E/I. 5.3.1.2 | 49.69 | M³ | - | - |
| 7 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of sand of requisite f.m (2.5 to 3) all taxes etc. complete job as per specificition and direction of E/l. | 35.08 | M³ | - | - |
| 8 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) complete Job as per specificition and direction of E/l. | 44.43 | M³ | - | - |
| 9 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand all complete job as per specification and direcition of E/l. | 101.53 | M² | - | - |
| 10 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l. | 50 | nos. | - | - |
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