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Tender ID
Tender Value
₹4.7 L
EMD Value
₹9,440
Closing Date
1 Apr 2026, 6:00 pmClosed
XEN
XEN RMC Division-II CAD Anta
Urgent Protection work RD 94 to 97 km. of R.M.C.
2026_CADKO_547606_1
NIT 21 of 2025-26
Open Tender
Civil Works
Percentage
90 days
RMC
Urgent Protection work RD 94 to 97 km. of R.M.C.
2 documents required · 2 mandatory
₹200
XEN RMC Division-II CAD Anta
₹9,440
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 | |||||
| 5Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. 17.5.2 In cement mortar | |||||
| 69.8.49.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 9.8.4 20 mm | |||||
| 79.7.49.7 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 9.7.4 20 mm | |||||
| 88.13.1Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. (a)) In Cement sand mortar 1:3 | |||||
| 97.1.27.8.1Random 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 | |||||
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