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| Tender ID | 4353167 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Making Arrangement Of Manch, Helipad, Barricading, Road Repair At Vip/vvip/others Government Programs Under Division Shahdol Distt Shahdol (m.p.) (zonal Work) |
| Last Date For Submission | 10th Jun, 2026 |
| Opening Date | 12 Jun, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 50000.00 |
| Estimated Cost | 4221000.00 |
| City | Shahdol |
|---|---|
| State | Madhya Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Bitumenous Helipad Construction of Bituminous Material Helipad including clearing and Grubbing, cutting, trimming, loading of earth material existing ground with hydraulic excavator for avg. depth up to 0.70 to 0.90 m and filling, levelling of ground with approved material from borrow pit having CBR > 7 includes all lifts and leads for avg depth of 0.3 m to 0.50 m. Construction of helipad also comprises of different layers of Crusher Run Macadam of thickness 150 mm, wet mix Macadam of thickness 250 mm, Dense Bituminous Macadam of thickness as specified (includes Prime coat, tack coat) and Bituminous Concrete of thickness 30 mm. The operation includes of Non-bituminous layers comprises of Mixing, spreading, laying in uniform layers through motor grader and watering at OMC, compaction with vibratory roller to 1 achieve the desired density as per clause 406 & 407 of MORT&H respectively. The operation of bituminous layers includes mixing of appropriate material, and binder content through Drum mix plant, transporting the hot mix material to the work site, laying with a Electronic sensor paver finisher with sensor control to required grade, level and Rolling with smooth wheeled, Vibratory and tandom rollers to achieve the desired compaction as per clause 505 and 507 of MORTandH respectively. Also provide marking of H and Outer circle with hot applied thermoplastic compound with reflectorising glass beeds on bitumenous surface as per standard drawing & Instructed by Engineer-in-Charge. (i) BT Helipad 30 m dia (DGBM 75 mm) | 2.00 | each |
| 2 | Concrete Helipad Construction of Bituminous Material Helipad including clearing and Grubbing, cutting, trimming, loading of earth material existing ground with hydraulic excavator for avg. depth up to 0.3 m and filling, levelling of ground with approved material from borrow pit having CBR > 7 includes all lifts and leads for avg depth of 0.3 m. Construction of helipad also comprises of different layers of Crusher Run Macadam of thickness 200 mm, Base concrete with Plain Cement Concrete (PCC) gradre-M-15 of thickness 100 mm, Plain Cement Concrete of Grade M-25 of thickness 250 mm. The operation includes of CRM layers comprises of Mixing, spreading, laying in uniform layers through motor grader and watering at OMC, compaction with vibratory roller to achieve the desired density as per clause 407 of MORT&H respectively. The operation of Concrete layers includes mixing of appropriate size of material, and mix material aat the work site, laying to required grade, level and to use vibrator to achieve the desired compaction as per specification. Also provide marking of H and Outer circle with hot applied thermoplastic compound with reflectorising glass beeds on bitumenous surface as per standard drawing & Instructed by Engineer-in-Charge. (i) CC Helipad 30 m dia | 1.00 | each |
| 3 | Hire Charges of Mechanical Machineries i/c Fuel & driver on Hourly basis (Minimum 4 hours in day) (i) Hydraulic Excavator (JCB Or Similar) | 1.00 | Per hour |
| 4 | (ii) Tractor with Dozar/grader attachment | 1.00 | Per hour |
| 5 | (iii) Soil Compactor /tandem wheel vibratory roller | 1.00 | Per hour |
6 Days Left