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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Finance | -21.51% | ₹7.4 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 LAdmitted-Finance | -20.01% | ₹7.6 L | L2 | Admitted-Finance |
| 3 | L3₹7.9 LAdmitted-Finance | -16.01% | ₹7.9 L | L3 | Admitted-Finance |
| 4 | L4₹8.0 LAdmitted-Finance | -14.99% | ₹8.0 L | L4 | Admitted-Finance |
| 5 | L5₹8.3 LAdmitted-Finance | -12.14% | ₹8.3 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹9.4 L
EMD Value
₹18,895
Closing Date
6 Mar 2026, 6:00 pmClosed
EE WR Division Dholpur
EE WR Division Dholpur
Urgent Repair and Maintenance of DBR fheel Canal From RD 400 m to 700 m Teh.-Bari, Distt. Dholpur.
2026_WRDAS_540105_1
NIT 12/2025-26_M and R
Open Tender
Civil Works
90 days
under jurisdiction of EE Dholpur division
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
as per nit
₹18,895
Yes
9 Mar 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be propertyof contractor after cutting.
Compaction of earth or highly weathered strata (b) 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. (i) at least 95% of Standard Proctor's density
Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed upto designline grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable placeas directed by Engineer in charge with initial lead of 50 m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50m lead, inclusive of de-watering wherever required.
Earthwork in rough (borrowarea) excavation for embankments inhard 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 Proctor's density with initial lift of 1.5 m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250m and upto 750m
Watering of earth including cost of carriage of water when source of water is(a) up to 1 Km
Excavation 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 Hard / dense soil
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 mortar1:3(1 cement :3 coarses and) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 150 mm
Random rubble stone masonry (using R R stones where 75% stone to be not less than 15 cm in size in any direction and weighing not less than 23 kg ) for superstructure including curing all leads of all construction materials including curing etc. complete in cement sand mortar 1:4.
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc.withall leads of material complete in all respect in thickness of 75 MM.
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: 20 mm
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