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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹13.1 L+₹71,775.44 (5.82%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹13.5 L+₹1.2 L (9.71%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹16.4 L+₹4.0 L (32.7%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹16.6 L+₹4.3 L (34.8%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹19.6 L
EMD Value
₹39,222
Closing Date
17 Sept 2026, 6:00 pmClosed
EE WR DIV. KOTA
EE WR DIV. KOTA
Item No. 01 Repair Renovation of Dadwada anicut near field of Shambhudayal ji ,village-Dadwada, G.P.- Bhanwariya Tehsil -Laadpura, Distt. -Kota
2026_WRDAS_594354_1
EE WR DIV. KOTA NITNO-03/2026-27
Open Tender
Civil Works
Percentage
180 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 EE WR DIV. KOTA
₹39,222
Yes
23 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 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 | 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 property of contractor after cutting.(b) Thick | - | Per sqm | - | - |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard soil mixed with kankar/ boulders/ morrum. | - | Per Cum | - | - |
| 3 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.Hard rock not requiring blasting | - | Per Cum | - | - |
| 4 | 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; | 0.4 | Per Cum | - | - |
| 5 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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; | 0.6 | Per Cum | - | - |
| 6 | Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | - | Sqm | - | - |
| 7 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) | 1 | Per Kg | - | - |
| 8 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP3.Dia.1000. | - | R.M. | - | - |
| 9 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect
Earth / Soil | - | cum | - | - |
| 10 | Supplyingstone, spall and layingRip rap in requiredprofileproperly
hand packed using stone of specified size including all lead & lifts
(a) 23 cm thickness (± 5 % thickness tolerance) | - | cum | - | - |
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