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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance ROOMPUR | ₹5.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.7 Cr+₹31.9 L (5.90%)Admitted-Finance N A | PALWAL | HARYANA | 121004 | ₹5.7 Cr+₹31.9 L (5.90%) | L2 | Admitted-Finance |
| 3 | L3₹5.7 Cr+₹33.1 L (6.13%)Admitted-Finance | ₹5.7 Cr+₹33.1 L (6.13%) | L3 | Admitted-Finance |
| 4 | L4₹6.2 Cr+₹81.4 L (15.1%)Admitted-Finance VILLAGE KUMRADI MANGLOUR ROORKEE HARIDWAR 247656 | HARIDWAR | UTTARAKHAND | 247656 | ₹6.2 Cr+₹81.4 L (15.1%) | L4 | Admitted-Finance |
| 5 | L5₹6.5 Cr+₹1.1 Cr (20.8%)Admitted-Finance 102 IST FLOOR DEVIKA CHAMBER RDC RAJ NAGAR GHAZIABAD U P | GHAZIABAD | UTTAR PRADESH | 201001 | ₹6.5 Cr+₹1.1 Cr (20.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L9 | m/s kumar infratech L3 | NP BUILDWELL PRIVATE LIMITED L5 | KRV AND ASSOCIATES L6 | KAWALJEET SINGH CONTRACTOR M180102125755307 L1 | M/s Mahalaxmi Construction L2 | Shivalik Infraventures (P) Limited L10 | S S CONSTRUCTION COMPANY L4 | M/S ARUN CONSTRUCTION L7 | M/S SHRISAI CONSTRUCTION CO L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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) | 3,668 | cum | 2,680 ₹98,30,240 | 1,900 ₹69,69,200 | 2,489 ₹91,29,652 | 2,498.4 ₹91,64,131.2 | 1,650 ₹60,52,200 Lowest | 2,220.51 ₹81,44,830.68 | 2,890 ₹1,06,00,520 | 2,172.38 ₹79,68,289.84 | 2,920 ₹1,07,10,560 | 2,600 ₹95,36,800 |
| 2.00 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 14,672 | Sqm | 26.65 ₹3,91,008.8 | 26 ₹3,81,472 | 23 ₹3,37,456 | 23.17 ₹3,39,950.24 | 12 ₹1,76,064 Lowest | 20.59 ₹3,02,096.48 | 31 ₹4,54,832 | 20.45 ₹3,00,042.4 | 20 ₹2,93,440 | 24 ₹3,52,128 |
| 3.00 | Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 14,672 | sqm | 9.35 ₹1,37,183.2 | 9.1 ₹1,33,515.2 | 8.1 ₹1,18,843.2 | 8.23 ₹1,20,750.56 | 7.5 ₹1,10,040 | 7.32 ₹1,07,399.04 Lowest | 11.2 ₹1,64,326.4 | 8.45 ₹1,23,978.4 | 9 ₹1,32,048 | 8.5 ₹1,24,712 |
| 4.00 | Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification. | 63,092 | Sqm | 19.1 ₹12,05,057.2 | 13 ₹8,20,196 | 13 ₹8,20,196 | 13.02 ₹8,21,457.84 | 8 ₹5,04,736 Lowest | 11.57 ₹7,29,974.44 | 22 ₹13,88,024 | 12 ₹7,57,104 | 13 ₹8,20,196 | 13.5 ₹8,51,742 |
| 5.00 | Dense Graded Bituminous Macadam (Grading-II) (Providing and laying dense bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% 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.) | 4,665 | cum | 8,565 ₹3,99,55,725 | 6,260 ₹2,92,02,900 | 7,020.5 ₹3,27,50,632.5 | 7,046.24 ₹3,28,70,709.6 | 6,100 ₹2,84,56,500 Lowest | 6,262.51 ₹2,92,14,609.15 | 9,250 ₹4,31,51,250 | 6,841.15 ₹3,19,13,964.75 | 7,125 ₹3,32,38,125 | 7,350 ₹3,42,87,750 |
| 6.00 | Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification. | 78,498 | Sqm | 19.1 ₹14,99,311.8 | 13 ₹10,20,474 | 13 ₹10,20,474 | 13.02 ₹10,22,043.96 | 8 ₹6,27,984 Lowest | 11.57 ₹9,08,221.86 | 21 ₹16,48,458 | 12 ₹9,41,976 | 13 ₹10,20,474 | 13.5 ₹10,59,723 |
| 7.00 | Bituminous Concrete (Grading-II) (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 @ 5.4 to 5.6 % 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. 509 complete in all respects) (bituminous binder @ 5.4 % of mix)) | 2,355 | cum | 9,990 ₹2,35,26,450 | 7,225 ₹1,70,14,875 | 8,106.8 ₹1,90,91,514 | 8,136.54 ₹1,91,61,551.7 | 7,000 ₹1,64,85,000 Lowest | 7,486.84 ₹1,76,31,508.2 | 10,650 ₹2,50,80,750 | 7,750 ₹1,82,51,250 | 8,100 ₹1,90,75,500 | 8,400 ₹1,97,82,000 |
| 8.00 | 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. | 4,005 | cum | 532 ₹21,30,660 | 440 ₹17,62,200 | 490.7 ₹19,65,253.5 | 492.54 ₹19,72,622.7 | 395 ₹15,81,975 | 36 ₹1,44,180 Lowest | 585 ₹23,42,925 | 468 ₹18,74,340 | 425 ₹17,02,125 | 510 ₹20,42,550 |
Tender Value
Refer Docs
EMD Value
₹13.7 L
Closing Date
28 Jul 2021, 3:00 pmClosed
SE 4th Circle PWD Rudrapur
Office of SE 4th Circle PWD Rudrapur
As per BOQ
2021_pwd_34518_1
1948/23 M-04/2021 Dt 6-7-2021
Open Tender
Civil Works
Item Rate
270 days
Jaspur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
EE CD PWD Kashipur
₹13.7 L
Rudrapur
17 Aug 2021
16 Jul 2021
28 Jul 2021
16 Jul 2021
28 Jul 2021
16 Jul 2021
19 Jul 2021
Amount
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 (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification.
Dense Graded Bituminous Macadam (Grading-II) (Providing and laying dense bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% 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.)
Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification.
Bituminous Concrete (Grading-II) (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 @ 5.4 to 5.6 % 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. 509 complete in all respects) (bituminous binder @ 5.4 % of mix))
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.
M/s Mahalaxmi Construction
m/s kumar infratech
S S CONSTRUCTION COMPANY
NP BUILDWELL PRIVATE LIMITED
KRV AND ASSOCIATES
M/S ARUN CONSTRUCTION
M/S SHRISAI CONSTRUCTION CO
M/s V K Aggarwal
Shivalik Infraventures (P) Limited
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