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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | ₹2.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MAHADEV CONSTRUCTION CO. L1 |
|---|---|---|---|---|
| 1.00 | 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.THICK | 6,34,520 | SQM | 2 ₹12,69,040 Lowest |
| 2.00 | 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 a)Soft/Loose soil | 1,826.93 | CUM | 100 ₹1,82,693 Lowest |
| 3.00 | 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 vibro compactor, vibro sheepfoot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loadingand un-loading wherever required complete in all respect With lead beyond 2750 m and up to 3250 m (for average lead 3.0 Km) | 17,047.06 | CUM | 150 ₹25,57,059 Lowest |
| 4.00 | Compaction of earth or highly weathered strata 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. ii) at least 98% of Standard Proctor's density | 26,028.15 | CUM | 25 ₹6,50,703.75 Lowest |
| 5.00 | Watering of earth including cost of carriage of water when source of water up to 3 Km | 26,028.15 | CUM | 10 ₹2,60,281.5 Lowest |
| 6.00 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for BED | 4,870.2 | SQM | 10 ₹48,702 Lowest |
| 7.00 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for SIDE SLOPE | 1,345.86 | SQM | 13 ₹17,496.18 Lowest |
| 8.00 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock& similar type of strata for BED | 800 | SQM | 15 ₹12,000 Lowest |
| 9.00 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock& similar type of strata for SIDE SLOPE | 2,791.8 | SQM | 20 ₹55,836 Lowest |
| 10.00 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. | 17,445.21 | SQM | 5 ₹87,226.05 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
16 Oct 2025, 5:00 pmClosed
EE WRD Jodhpur
EE WRD Jodhpur
Rehabilitation of Bisalpur Dam and Canal System District Jodhpur
2025_WRDAS_498970_1
NIT No 07/2025-26
Open Tender
Civil Works
Item Rate
450 days
Bisalpur Jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
EGRAS DDO-608
₹5.2 L
Yes
SE WR Circle Jodhpur
21 Nov 2025
5 Sept 2025
17 Oct 2025
5 Sept 2025
16 Oct 2025
5 Sept 2025
19 Sept 2025
| 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.THICK | 6,34,520 | SQM | 2.5 | ₹15,86,300 |
| 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 a)Soft/Loose soil | 1,826.93 | CUM | 92 | ₹1,68,077.56 |
| 3 | 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 vibro compactor, vibro sheepfoot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loadingand un-loading wherever required complete in all respect With lead beyond 2750 m and up to 3250 m (for average lead 3.0 Km) | 17,047.06 | CUM | 181.25 | ₹30,89,779.63 |
| 4 | Compaction of earth or highly weathered strata 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. ii) at least 98% of Standard Proctor's density | 26,028.15 | CUM | 42 | ₹10,93,182.3 |
| 5 | Watering of earth including cost of carriage of water when source of water up to 3 Km | 26,028.15 | CUM | 22.6 | ₹5,88,236.19 |
| 6 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for BED | 4,870.2 | SQM | 9.9 | ₹48,214.98 |
| 7 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for SIDE SLOPE | 1,345.86 | SQM | 13.3 | ₹17,899.94 |
| 8 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock& similar type of strata for BED | 800 | SQM | 14.4 | ₹11,520 |
| 9 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock& similar type of strata for SIDE SLOPE | 2,791.8 | SQM | 18.6 | ₹51,927.48 |
| 10 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. | 17,445.21 | SQM | 2.5 | ₹43,613.02 |
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