Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4908282 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : 1151 / 17 |
| Last Date For Submission | 29th Jul, 2026 |
| Opening Date | 30 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 43360.00 |
| Estimated Cost | 2168000.00 |
| City | Alwar |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation in foundation, trenches 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.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 1100.00 | Nos |
| 2 | Carriage of Materials (By mechanical Means) Carriage of Materials By mechanical transport transport including loading, unloading and stacking :: Earth 3 km | 1100.00 | Nos |
| 3 | 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 determined 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. | 41.25 | Nos |
| 4 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.400 mm internal diameter | 825.00 | Nos |
| 5 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories | 30.50 | Nos |
12 Days Left