Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹26.2 CrAccepted-AOC 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹26.2 Cr | L-1 | Accepted-AOC RATES QUOTED ARE REASONABLE AND LOWER SIDE |
| 2 | L-2₹26.9 CrRejected-Finance | ₹26.9 Cr | L-2 | Rejected-Finance rates quoted are higher side |
| Sl No | Description | Qty | Unit | LSR INFRACON PVT LTD L2 | GARG & GARG CO L1 |
|---|---|---|---|---|---|
| 1.00Altitude ( 2401-2700) Mtr | |||||
| 1.01 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. | 1,267.06 | 10 Sqm | 4,560 ₹57.8 L | 4,950 ₹62.7 L |
| 1.02 | Preparation of sub-grade in HR | 186.8 | 10 Sqm | 5,700 ₹10.6 L | 5,940 ₹11.1 L |
| 1.03 | Scarifying of existing BT Surface | 2,133.37 | 10 Sqm | 1,550 ₹33.1 L | 1,180 ₹25.2 L |
| 1.04 | GSB 200 mm thick (compacted) with stone aggregate conforming to grading No. V as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete | 1,267.06 | 10 Sqm | 10,800 ₹1.4 Cr | 9,600 ₹1.2 Cr |
| 1.05 | Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding. | 3,587.22 | 10 Sqm | 10,200 ₹3.7 Cr | 9,900 ₹3.6 Cr |
| 1.06 | Providing laying and compaction of 60 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect. | 3,416.55 | 10 Sqm | 9,190 ₹3.1 Cr | 9,450 ₹3.2 Cr |
| 1.07 | Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect | 3,416.55 | 10 Sqm | 8,950 ₹3.1 Cr | 8,690 ₹3.0 Cr |
| 1.08 | Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification. | 3,416.55 | 10 Sqm | 750 ₹25.6 L | 670 ₹22.9 L |
| 1.09 | Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.. | 3,416.55 | 10 Sqm | 270 ₹9.2 L | 250 ₹8.5 L |
Tender Value
₹16.8 Cr
EMD Value
₹11.7 L
Closing Date
24 Apr 2025, 4:00 pmClosed
Chief Engineer Project Deepak
HQ Chief Engineer Project Deepak, Chakker Barrier Hari Nager Shimla HP
Prep of Subgrade Scarifying of Bt Surf PLC of GSB 200Mm WMM 150Mm DBM 60Mm Incl PC and BC 40Mm Incl TC as per MoRTH Spec with Rd Marking Earthwork in Embankment and Sand Blanketing 25Mm Bet Km 13 to Km 25 pt 400 on MS Rd Udr 70 RCC Sector of PJT DPK
2025_BRO_702968_1
CE (P) DPK-20 of 2024-25
Open Tender
Civil Works
120 days
Manali -Sarchu Road
As per Tender document file
9 documents required · 9 mandatory
₹0
₹11.7 L
Yes
Shimla
30 Apr 2026
28 Mar 2025
25 Apr 2025
28 Mar 2025
24 Apr 2025
9 Apr 2025
28 Mar 2025 - 7 Apr 2025
1 Apr 2025
Amount
Altitude ( 2401-2700) Mtr
Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.
Preparation of sub-grade in HR
Scarifying of existing BT Surface
GSB 200 mm thick (compacted) with stone aggregate conforming to grading No. V as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.
Providing laying and compaction of 60 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.
Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect
Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification..
Road marking with thermoplastic compound (2.5 mm thick) confirming to MoRT&H : 803.4 including preparation of surface and application.
Berm Filling (Shoulder)
Sand Blanketing 25 mm thick
Altitude ( 2701-3000) Mtr
Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.
Scarifying of existing BT Surface
GSB 200 mm thick (compacted) with stone aggregate conforming to grading No. V as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm , including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.
Providing laying and compaction of 60 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.
Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect
Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification..
Road marking with thermoplastic compound (2.5 mm thick) confirming to MoRT&H : 803.4 including preparation of surface and application.
Berm Filling (Shoulder)
LSR INFRACON PVT LTD (BID ID -3284834)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 23.57 MB
Tendernotice_2.pdf
PDF • 2.72 MB
BOQ_787410.xls
BOQ • 0.32 MB
OTHERDETAILS.pdf
Additional Documents • 0.10 MB
TBida.pdf
Tender Documents • 0.83 MB
QBID.pdf
Tender Documents • 0.67 MB
Tenderdocument.pdf
Tender Documents • 0.67 MB
BOQ.xls
BOQ • 0.32 MB
Tenderdocument_2.pdf
Tender Documents • 0.10 MB
Tenderdocument_3.pdf
Tender Documents • 0.83 MB
Download all tender documents and submit your bid