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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.6 LAdmitted-Finance | -36.31% | ₹17.6 L | L1 | Admitted-Finance |
| 2 | L2₹18.4 LAdmitted-Finance | -33.50% | ₹18.4 L | L2 | Admitted-Finance |
| 3 | L3₹18.7 LAdmitted-Finance | -32.51% | ₹18.7 L | L3 | Admitted-Finance |
| 4 | L4₹19.4 LAdmitted-Finance | -30.00% | ₹19.4 L | L4 | Admitted-Finance |
| 5 | L5₹19.7 LAdmitted-Finance | -28.99% | ₹19.7 L | L5 | Admitted-Finance |
Tender Value
₹27.7 L
EMD Value
₹55,394
Closing Date
6 Jul 2026, 6:00 pmClosed
EE WR NAVNERA PROJECT DIV. I KOTA
EE WR NAVNERA PROJECT DIV. I KOTA
Approach Road for Shamshanghat in village Baladada which is under submergence of Navnera Barrage Project across River Kalisindh Distt. Kota
2026_WRDAS_571738_3
EE WR NAVNERA PROJECT DIV. I KOTA NITNO-04/2026-27
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
₹55,394
Yes
8 Jul 2026
3 Jul 2026
7 Jul 2026
3 Jul 2026
6 Jul 2026
3 Jul 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. | 2,500 | Sqm | 2.5 | ₹6,250 |
| 2 | 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. | 1,250 | Cum | 109 | ₹1,36,250 |
| 3 | By manually or plain roller. (density 90% of Proctor) | 1,250 | Cum | 25 | ₹31,250 |
| 4 | Watering of earth including cost of carriage of water when source of water is .(a) Up to 1 km | 1,250 | Cum | 12.6 | ₹15,750 |
| 5 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 213.1 | Cum | 5,150 | ₹10,97,465 |
| 6 | 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. | 75 | Sqm | 225 | ₹16,875 |
| 7 | Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Plant Mix Method Grading-III | 206.25 | cum | 683 | ₹1,40,868.75 |
| 8 | M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 | 1,250 | Sqm | 1,060 | ₹13,25,000 |
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