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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Finance | -31.99% | ₹30.3 L | L1 | Admitted-Finance |
| 2 | L2₹30.8 LAdmitted-Finance | -30.78% | ₹30.8 L | L2 | Admitted-Finance |
| 3 | L3₹31.2 LAdmitted-Finance | -29.86% | ₹31.2 L | L3 | Admitted-Finance |
| 4 | L4₹31.7 LAdmitted-Finance | -28.78% | ₹31.7 L | L4 | Admitted-Finance |
| 5 | L5₹33.1 LAdmitted-Finance | -25.51% | ₹33.1 L | L5 | Admitted-Finance |
Tender Value
₹44.5 L
EMD Value
₹88,995
Closing Date
13 Aug 2026, 6:00 pmClosed
EE WR NAVNERA PROJECT DIV. I KOTA
EE WR NAVNERA PROJECT DIV. I KOTA
Shifting of Shamshanghat in Gawadi village which is under submergence of Navnera Barrage Project Across River Kalisindh Distt. Kota
2026_WRDAS_581597_1
EE WR NAVNERA PROJECT DIV. I KOTA NITNO-05/2026-27
Open Tender
Civil Works
Percentage
180 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 EE WR NAVNERA PROJECT DIV. I KOTA
₹88,995
Yes
17 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 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. | 9,600 | Sqm | 2.5 | ₹24,000 |
| 2 | 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 (b) hard/dense soil | 795.64 | Cum | 95 | ₹75,585.8 |
| 3 | Refilling the excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including cost of water. loading and unloading wherever required with cost of dewatering wherever require. | 159.13 | Cum | 91 | ₹14,480.83 |
| 4 | 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 sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect with intial lead 250m .(a) Deduct item no.16 (a) above if standard proctors density to be achive is at least 90% (128-19=109/-) | 2,640 | Cum | 109 | ₹2,87,760 |
| 5 | Preparation of foundation of structure including removal of all loose stones, silt and final washing. (a) By manual labour | 755.4 | Sqm | 23 | ₹17,374.2 |
| 6 | 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 20mm | 223.88 | Cum | 5,150 | ₹11,52,982 |
| 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 20mm | 49.35 | Cum | 5,703 | ₹2,81,443.05 |
| 8 | Side shuttering including propping etc. Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | 271 | Sqm | 225 | ₹60,975 |
| 9 | Supplying of M.S. reionforcement 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 :1786-1985) | 2,477.49 | Kg | 89 | ₹2,20,496.61 |
| 10 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete. | 40 | SQM | 450 | ₹18,000 |
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