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| Tender ID | 4446916 |
|---|---|
| Organisation Name | Department Of Local Bodies |
| Tender Brief | Construction Of Drain Near Makka Maszid To Piple Choke In Ward No. 66ka Bera And Other Place In Ward No.74 |
| Last Date For Submission | 16th Jun, 2026 |
| Opening Date | 16 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 50000.00 |
| Estimated Cost | 2500000.00 |
| City | Jodhpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and caffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by gineer.Cement Concrete Grade M-15 and above and PCC blocks | 42.000 | cum |
| 2 | Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 60.000 | cum |
| 3 | silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. | 103.500 | cum |
| 4 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), rehandling of aterial/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 450.000 | Cum |
| 5 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be etermined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | 40.000 | cum |
16 Days Left