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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | -0.61% | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹1.1 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹1.1 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L3₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | +1.11% | ₹1.1 Cr | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L4₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | +2.50% | ₹1.1 Cr | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
17 Aug 2026, 6:00 pmClosed
SE WR CIRCLE JHALAWAR
SE WR CIRCLE JHALAWAR
Repair and Renovation of Bood Mandawar Talab Tehsil Asnawar District Jhalawar
2026_WRDAS_584098_1
NIT NO 02 2026-27
Open Tender
Civil Works
Percentage
365 days
JHALAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
AS PER NIT
₹2.5 L
Yes
22 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 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 | 18.1 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. 18.1.2 Thick | - | sqm | 2.5 | - |
| 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 (a) Soft/Loose soil | - | Cum | 76 | - |
| 3 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (b) Hard rock not requiring blasting | - | Cum | 201 | - |
| 4 | Random 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 | - | Cum | 4,211 | - |
| 5 | 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: (b) 12mm | - | Sqm | 213 | - |
| 6 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b) 20 mm | - | Sqm | 302 | - |
| 7 | 18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 18.17.2 50 mm | - | SQM | 320 | - |
| 8 | 9.8 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 | - | cum | 4,654 | - |
| 9 | 9.18 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. 9.18.2 7.5 cm | - | sqm | 479 | - |
| 10 | 9.2 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 400 kg/ cum of concrete) 9.2.4 20 mm | - | cum | 5,744 | - |
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