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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance Ist Lowest Bidder |
| 2 | L2₹1.3 Cr+₹11.2 L (9.74%)Rejected-Finance N A | PALWAL | HARYANA | 121004 | ₹1.3 Cr+₹11.2 L (9.74%) | L2 | Rejected-Finance Rate Being Higher |
| 3 | L3₹1.3 Cr+₹17.7 L (15.3%)Rejected-Finance | ₹1.3 Cr+₹17.7 L (15.3%) | L3 | Rejected-Finance Rate Being Higher |
| 4 | L4₹1.4 Cr+₹20.5 L (17.8%)Rejected-Finance | ₹1.4 Cr+₹20.5 L (17.8%) | L4 | Rejected-Finance Rate Being Higher |
| 5 | L5₹1.5 Cr+₹35.9 L (31.2%)Rejected-Finance ROOMPUR | ₹1.5 Cr+₹35.9 L (31.2%) | L5 | Rejected-Finance Rate Being Higher |
Tender Value
Refer Docs
EMD Value
₹3.2 L
Closing Date
14 Jun 2024, 3:00 pmClosed
SE 4th Circle PWD Rudrapur
Office of SE 4th Circle PWD Rudrapur
As per BOQ
2024_pwd_71887_1
1410/23M-04/2024 Dt 22-05-24
Open Tender
Civil Works
Item Rate
180 days
Kashipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE CD PWD Kashipur
₹3.2 L
Office of SE 4th Circle PWD Rudrapur
31 Aug 2024
28 May 2024
14 Jun 2024
28 May 2024
14 Jun 2024
1 Jun 2024
1 Jun 2024
Amount
(1)Jaitpur Barkheri Road Km 3 to 6
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
Tack coat using VG-10 grade bitumen Over hungry bituminous surfaces @0.40 kg/sqm, (Including cost of bitumen)
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) For Grading II 19 mm nominal size (Rates shall be based on bitumen content 3.30% of total mix by weight and density of finished B.M. as 2.20 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage)
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects For Grading II 10 mm nominal size, bitumen VG-30 (Rates shall be based on bitumen content 5.00% of total mix by weight and density of finished SDBC as 2.30 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage)
(2)Jaitpur link kharmasha Road Km 4 to 7
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, (Including cost of bitumen)
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) complete in all respects. Grading II - 19mm nominal size (Rates shall be based on bitumen content 3.30% of total mix by weight and density of finished D.B.M. as 2.20 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage) (Including cost of bitumen)
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects for Grading-II bitumen VG-30 (Rates shall be based on bitumen content 5.00% of total mix by weight and density of finished SDBC as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage) (Including cost of bitumen)
(3)Kundeshwari gharwali block dhakia noorpur Road Km 1 to 5
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, (Including cost of bitumen)
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) complete in all respects. Grading II - 19mm nominal size (Rates shall be based on bitumen content 3.30% of total mix by weight and density of finished D.B.M. as 2.20 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage) (Including cost of bitumen)
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects for Grading-II bitumen VG-30 (Rates shall be based on bitumen content 5.00% of total mix by weight and density of finished SDBC as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 44579.40 per MT and aggregate @ Rs. 1735.80 per cum inclusive of cartage) (Including cost of bitumen)
M/s Mahalaxmi Construction
M/s SURESH CHANDRA BAJETHA
M/S Sajid Nadeem
KAWALJEET SINGH CONTRACTOR M180102125755307
Kamil Hasan
NIRVANA INFRATECH
Neeraj Mishra
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