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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Finance | -35.40% | ₹5.5 L | L1 | Admitted-Finance |
| 2 | L2₹6.8 LAdmitted-Finance | -19.87% | ₹6.8 L | L2 | Admitted-Finance |
| 3 | L3₹6.9 LAdmitted-Finance | -18.99% | ₹6.9 L | L3 | Admitted-Finance |
| 4 | L4₹7.1 LAdmitted-Finance | -16.72% | ₹7.1 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹8.5 L
EMD Value
₹16,935
Closing Date
28 May 2026, 6:00 pmClosed
X.En. (RMC) Div.-I, CAD Chambal, Kota
X.En. (RMC) Div.-I, CAD Chambal, Kota
Watch and Ward of Tathed X-Rregulator CAD Colony CR MC 17 to 39, 50 km for year 2026-27
2026_CADKO_562254_6
NIT No. 04/2026-27 (No. 851-61)
Open Tender
Civil Works
365 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
X.En. (RMC) Div.-I, CAD Chambal, Kota
₹16,935
Yes
1 Jun 2026
24 May 2026
29 May 2026
24 May 2026
28 May 2026
24 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Operation & controlling including watch & ward of Head / Cross regulator gates for Feeder / main canal / distributory. Appointing one operator cum gauge reader per day for (24 hr.)
(i) Where ever there is head cum cross regulator, no separate staff would be taken.
(ii) If two head/ cross regulator are within 1 km reach, no separate staff would be taken. | 700 | Nos. | 610 | ₹4,27,000 | BI01010001010000000000000515BI0100001114 |
| 2 | Watch & ward of office building after office hours. | 300 | Per Day | 787 | ₹2,36,100 | BI01010001010000000000000515BI0100001119 |
| 3 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
(b) With lead beyond 250 m and up to 750 m (½ Km) | 91.2 | Cum | 116.5 | ₹10,624.8 | BI01010001010000000000000515BI0100001125 |
| 4 | Compaction of earth or highly weathered strata (a) By manually or plain roller. (density 90% of Proctor) | 86.4 | Cum | 21 | ₹1,814.4 | BI01010001010000000000000515BI0100001119 |
| 5 | Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km | 86.4 | Cum | 11 | ₹950.4 | BI01010001010000000000000515BI0100001119 |
| 6 | Random rubble stone masonry (using R. R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. (b) In cement sand mortar 1:4 Add extra over item no. 7.1.1 to 7.7.3 for (a) Masonry work in superstructure | 13 | Cum | 4,401 | ₹57,213 | BI01010001010000000000000515BI0100001125 |
| 7 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (a) 20 mm | 40 | Sqm | 225 | ₹9,000 | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm | 20.16 | Cum | 5,161 | ₹1,04,045.76 | BI01010001010000000000000515BI0100001129 |
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