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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 CrAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shiv Bhandar Construction Company L1 |
|---|---|---|---|---|
| 1.00 | Jungle clearance ,thick including cutting bushes,shrubs,&plants etc.for origional earth work | 64,878.54 | Sqm. | 2 ₹1,29,757.08 Lowest |
| 2.00 | Earthwork in excavation by mechnical means (Hydraulic excavator)/ manual means over area (exceeding 30cm in depth .1.5m in width as well as 10 sqm. on plan) including disposal of excavated earth,lead upto 50m & lift upto 1.5 m. ,disposed earth to be levelled & neatly dressed. | 4,830.65 | Cum. | 550 ₹26,56,857.5 Lowest |
| 3.00 | Add extra rate for quantities of works,executed in or under water and /or liquid mud , including pumping out water as required.(Note:- The extra % rate is applicable in respect of each item but limited to quantities of work executed in these difficult condition.The unit,namely,meter depth,to be considered for payment,shall be the depth measured from the sub soil water level upto the c.g. of the quantity executed in difficulted condition.The depth shall be reckoned correct to 0.10m,.05m or more shall be taken as 0.10m & less than 0.05m ignored). Assuming 3no. of lifts of 1 meter depth.20% extra rate | 3,864.52 | meter depth | 210 ₹8,11,549.2 Lowest |
| 4.00 | Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil
a. One extra lift of 1.5 m.(1.5 to 3.0 m) | 1,533.96 | Cum. | 34 ₹52,154.64 Lowest |
| 5.00 | Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil
b. Two extra lifts of 1.5 m.(3.0 to 4.5 m) | 1,190.25 | Cum. | 68 ₹80,937 Lowest |
| 6.00 | Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil
c. Three extra lifts of 1.5 m.(4.5 to 6.0 m) | 81.29 | Cum. | 102 ₹8,291.58 Lowest |
| 7.00 | Filling available excavated (excluding rock) in trenches, plinth side of foundation etc. in layers not deposited layer not exceeding 20 cm. in depth, consolidating each deposited layer by ramming & watering including lead up to 50 m.& with all lift. 40% extra of the excavated quantity | 554.66 | Cum. | 64 ₹35,498.24 Lowest |
| 8.00 | Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm Compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinary including T&P with all lead (Compacted thickness to be measured)with CBR of material not less then 15 (For rural roads only) as per MoRTH specification Clause 401 with all lead
For Grading III Material | 70.75 | Cum. | 1,013 ₹71,669.75 Lowest |
| 9.00 | Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level. M10 grade nominal Mix 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size). | 171.67 | Cum. | 17,000 ₹29,18,390 Lowest |
| 10.00 | Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level.
M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). | 70.75 | Cum. | 17,500 ₹12,38,125 Lowest |
Tender Value
₹25.0 Cr
EMD Value
₹50.0 L
Closing Date
16 Jul 2024, 6:00 pmClosed
Project Director PMU(RWSRPD) and Chief Engineer
Office of the Project Director PMU(RWSRPD) and Chief Engineer Water Resources(North) Hanumangarh
Construction of 10 cs Discharging capacity, efficient Vertical type electrical pumps of 20 m lift at Padampura with two stage pumping with outfall through 5 Km. long pipe line outfall in a Pond at Sangeeta including drain and CD works (P-351)
2024_WRDAS_395636_6
PMU_NIB_01_2024-25
Open Tender
Civil Works
Item Rate
365 days
Anupgarh
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer APS Division-I
₹50.0 L
Yes
Hanumangarh
20 Sept 2024
19 Jun 2024
18 Jul 2024
19 Jun 2024
16 Jul 2024
19 Jun 2024
19 Jun 2024 - 26 Jun 2024
26 Jun 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Jungle clearance ,thick including cutting bushes,shrubs,&plants etc.for origional earth work | - | Sqm. | 2 | - |
| 2 | Earthwork in excavation by mechnical means (Hydraulic excavator)/ manual means over area (exceeding 30cm in depth .1.5m in width as well as 10 sqm. on plan) including disposal of excavated earth,lead upto 50m & lift upto 1.5 m. ,disposed earth to be levelled & neatly dressed. | 1 | Cum. | 175 | ₹174.83 |
| 3 | Add extra rate for quantities of works,executed in or under water and /or liquid mud , including pumping out water as required.(Note:- The extra % rate is applicable in respect of each item but limited to quantities of work executed in these difficult condition.The unit,namely,meter depth,to be considered for payment,shall be the depth measured from the sub soil water level upto the c.g. of the quantity executed in difficulted condition.The depth shall be reckoned correct to 0.10m,.05m or more shall be taken as 0.10m & less than 0.05m ignored). Assuming 3no. of lifts of 1 meter depth.20% extra rate | 1 | meter depth | 210 | ₹209.79 |
| 4 | Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil
a. One extra lift of 1.5 m.(1.5 to 3.0 m) | - | Cum. | 34 | - |
| 5Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil b. Two extra lifts of 1.5 m.(3.0 to 4.5 m) | |||||
| 6 | Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil
c. Three extra lifts of 1.5 m.(4.5 to 6.0 m) | - | Cum. | 102 | - |
| 7 | Filling available excavated (excluding rock) in trenches, plinth side of foundation etc. in layers not deposited layer not exceeding 20 cm. in depth, consolidating each deposited layer by ramming & watering including lead up to 50 m.& with all lift. 40% extra of the excavated quantity | 1 | Cum. | - | - |
| 8 | Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm Compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinary including T&P with all lead (Compacted thickness to be measured)with CBR of material not less then 15 (For rural roads only) as per MoRTH specification Clause 401 with all lead
For Grading III Material | - | Cum. | 1,013 | - |
| 9 | Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level. M10 grade nominal Mix 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size). | 1 | Cum. | 3,847 | ₹3,843.15 |
| 10 | Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level.
M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). | - | Cum. | 4,544 | - |
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