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Tender ID
Tender Value
₹4.9 L
EMD Value
₹9,740
Closing Date
1 Apr 2026, 6:00 pmClosed
XEN
XEN RMC Division-II CAD Anta
Urgent Protection work RD 97 to 103.50 km. of R.M.C.
2026_CADKO_547606_2
NIT 21 of 2025-26
Open Tender
Civil Works
Percentage
90 days
RMC
Urgent Protection work RD 97 to 103.50 km. of R.M.C.
2 documents required · 2 mandatory
₹200
XEN RMC Division-II CAD Anta
₹9,740
Yes
21 Mar 2026
21 Mar 2026
2 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 15.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil | |||||
| 25.16.2Earth 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 (1/2 Km) | |||||
| 35.18.2.2Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (ii) at least 98% of Standard Proctors density | |||||
| 45.28.1Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km | |||||
| 59.14.19.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for 9.14.1 Bed | |||||
| 69.14.29.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for 9.14.2 Side slopes | |||||
| 79.16.19.16 Cement concrete lining of nominal mix (1:3:6) with, up to 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 9.16.1 10 cm | |||||
| 89.17.19.17 Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness. 9.17.1 10 cm | |||||
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