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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAdmitted-Finance | ₹5.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.6 Cr+₹2.7 L (0.49%)Admitted-Finance | ₹5.6 Cr+₹2.7 L (0.49%) | L2 | Admitted-Finance |
| 3 | L3₹5.8 Cr+₹27.5 L (4.97%)Admitted-Finance | ₹5.8 Cr+₹27.5 L (4.97%) | L3 | Admitted-Finance |
| 4 | L4₹6.4 Cr+₹82.9 L (15.0%)Admitted-Finance ROOMPUR | ₹6.4 Cr+₹82.9 L (15.0%) | L4 | Admitted-Finance |
| 5 | L5₹7.3 Cr+₹1.8 Cr (32.3%)Admitted-Finance | ₹7.3 Cr+₹1.8 Cr (32.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KAWALJEET SINGH CONTRACTOR M180102125755307 L4 | NIRVANA INFRATECH L5 | M/s SURESH CHANDRA BAJETHA L2 | Kamil Hasan L1 | m/s kumar infratech L3 | M/S SHRISAI CONSTRUCTION CO L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2,280 | cum | 313.79 ₹7,15,441.2 | 390 ₹8,89,200 | 300 ₹6,84,000 | 100 ₹2,28,000 Lowest | 179.5 ₹4,09,260 | 380 ₹8,66,400 |
| 2.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Rate as per analysis attached. | 1,140 | cum | 75.93 ₹86,560.2 | 95 ₹1,08,300 | 50 ₹57,000 | 30 ₹34,200 Lowest | 179.5 ₹2,04,630 | 92 ₹1,04,880 |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 14 | cum | 4,341.29 ₹60,778.06 | 5,400 ₹75,600 | 4,500 ₹63,000 | 5,000 ₹70,000 | 4,000 ₹56,000 Lowest | 5,250 ₹73,500 |
| 4.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 63 | cum | 4,499.13 ₹2,83,445.19 Lowest | 5,500 ₹3,46,500 | 4,500 ₹2,83,500 | 5,000 ₹3,15,000 | 5,000 ₹3,15,000 | 5,450 ₹3,43,350 |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 5.6 | cum | 4,765.75 ₹26,688.2 | 6,010 ₹33,656 | 4,500 ₹25,200 | 6,000 ₹33,600 | 4,000 ₹22,400 Lowest | 5,750 ₹32,200 |
| 6.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical
specification Clauses 613.4 & 1204 | 180 | Sqm | 148.13 ₹26,663.4 Lowest | 180 ₹32,400 | 187.5 ₹33,750 | 180 ₹32,400 | 150 ₹27,000 | 178 ₹32,040 |
| 7.00 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 2,014.89 | cum | 2,380.74 ₹47,96,929.22 | 2,610 ₹52,58,862.9 | 1,600 ₹32,23,824 | 1,000 ₹20,14,890 Lowest | 1,600 ₹32,23,824 | 2,850 ₹57,42,436.5 |
| 8.00 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 13,011.9 | Sqm | 32.07 ₹4,17,291.63 | 40 ₹5,20,476 | 20 ₹2,60,238 Lowest | 23 ₹2,99,273.7 | 20 ₹2,60,238 Lowest | 39 ₹5,07,464.1 |
| 9.00 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 13,011.9 | Sqm | 10.59 ₹1,37,796.02 | 13 ₹1,69,154.7 | 10 ₹1,30,119 | 8 ₹1,04,095.2 Lowest | 10 ₹1,30,119 | 12.6 ₹1,63,949.94 |
| 10.00 | Providing and laying Dense Bituminous Macadam with 60-90TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50% by weight of total mix of mix 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. 507 complete in all respects. Grading II - 26.5mm nominal size (Rates shall be based on bitumen content 4.25% of total mix by weight and density of finished D.B.M. as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 43502.00 per MT and aggregate @ Rs. 1798.20 per cum inclusive of cartage) (Including cost of bitumen) | 4,564.73 | cum | 7,094.49 ₹3,23,84,431.34 | 8,210 ₹3,74,76,433.3 | 6,000 ₹2,73,88,380 Lowest | 6,500 ₹2,96,70,745 | 6,800 ₹3,10,40,164 | 8,600 ₹3,92,56,678 |
Tender Value
₹8.3 Cr
EMD Value
₹16.1 L
Closing Date
22 Jul 2025, 3:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer 4th Circle P.W.D. Rudrapur
Improvement and strengthening of Jaitpur Dhanori road Km 1 to 9 by DBM, BC in Bazpur Distt U.S. Nagar under State Sector
2025_pwd_85311_1
1489/23M-04/2025 Date 27.06.2025
Open Tender
Civil Works - Roads
Item Rate
450 days
Bazpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer C. D. P.W.D. Kashipur
₹16.1 L
Rudrapur
5 Aug 2025
2 Jul 2025
23 Jul 2025
2 Jul 2025
22 Jul 2025
7 Jul 2025
7 Jul 2025
Amount
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Rate as per analysis attached.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying Dense Bituminous Macadam with 60-90TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50% by weight of total mix of mix 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. 507 complete in all respects. Grading II - 26.5mm nominal size (Rates shall be based on bitumen content 4.25% of total mix by weight and density of finished D.B.M. as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 43502.00 per MT and aggregate @ Rs. 1798.20 per cum inclusive of cartage) (Including cost of bitumen)
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II bitumen VG-30 (Rates shall be based on bitumen content 5.40% of total mix by weight and density of finished BC as 2.36 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 43502.00 per MT and aggregate @ Rs. 1798.20 per cum inclusive of cartage) (Including cost of bitumen)
M/s SURESH CHANDRA BAJETHA (BID ID -391059)
m/s kumar infratech (BID ID -391095)
KAWALJEET SINGH CONTRACTOR M180102125755307 (BID ID -391048)
NIRVANA INFRATECH (BID ID -391051)
M/S SHRISAI CONSTRUCTION CO (BID ID -390862)
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