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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Finance | -27.99% | ₹30.3 L | L1 | Admitted-Finance |
| 2 | L2₹32.6 L+₹2.3 L (7.47%)Admitted-Finance | -22.61% | ₹32.6 L+₹2.3 L (7.47%) | L2 | Admitted-Finance |
| 3 | L3₹36.2 L+₹5.9 L (19.4%)Admitted-Finance | -14.00% | ₹36.2 L+₹5.9 L (19.4%) | L3 | Admitted-Finance |
| 4 | L4₹47.8 L+₹17.5 L (57.5%)Admitted-Finance | +13.45% | ₹47.8 L+₹17.5 L (57.5%) | L4 | Admitted-Finance |
Tender Value
₹42.1 L
EMD Value
₹84,220
Closing Date
8 Jul 2026, 6:00 pmClosed
GM RSRDC LTD JAIPUR
GM RSRDC LTD SETU BHAWAN, JHALANA DOONGARI, JAIPUR
Work of connection existing Sewer Connection Line to Treatment Plant (STP) at State Cancer Institute, Pratap Nagar, Jaipur
2026_RSRDC_572425_1
RSRDCC NIT 204/2026-27 Dated 01.07.2026 Sl No. 1
Open Tender
Civil Works - Buildings
Percentage
90 days
State Cancer Institute, Pratap Nagar
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹590
PD RSRDC UNIT III JAIPUR THROUGH NEFT/RTGS/IMPS
₹84,220
13 Jul 2026
3 Jul 2026
9 Jul 2026
3 Jul 2026
8 Jul 2026
3 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | 75 | Cum | 1,273 | ₹95,475 |
| 2 | 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 manually, 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. | 37.5 | Cum | 2,955 | ₹1,10,812.5 |
| 3 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 0 | cum | 0 | ₹0 |
| 4 | PCC M-30 | 75 | Sqm | 6,060 | ₹4,54,500 |
| 5 | 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), re-handling of material/earth to complete the task. | 0 | cum | 0 | ₹0 |
| 6 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | 0 | cum | 0 | ₹0 |
| 7 | Depth upto 1.5 m | 787.5 | Cum | 299 | ₹2,35,462.5 |
| 8 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 787.5 | Cum | 20.9 | ₹16,458.75 |
| 9 | Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | 787.5 | Cum | 47.8 | ₹37,642.5 |
| 10 | Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL. | 0 | cum | 0 | ₹0 |
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