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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAdmitted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹11.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.9 CrAdmitted-Finance | ₹11.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹12.4 CrAdmitted-Finance | ₹12.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹12.6 CrAdmitted-Finance | ₹12.6 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Messrs Tama Fabrication Works L3 | GARG & GARG CO L1 | LSR INFRACON PVT LTD L2 | P K CONSTRUCTION SHIMLA PVT TLD L4 |
|---|---|---|---|---|---|---|---|
| 1.00PERMANENT WORK Altitude ( Below 2100) Mtr | |||||||
| 1.01 | Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5m | 720 | Cum | 595 ₹4.3 L | 550 ₹4.0 L | 565 ₹4.1 L | 579 ₹4.2 L |
| 1.02 | Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere. | 22.5 | Cum | 11,000 ₹2.5 L | 12,000 ₹2.7 L | 11,700 ₹2.6 L | 11,500 ₹2.6 L |
| 1.03 | Reinforced Cement concrete M-35 | 405.98 | Cum | 17,000 ₹69.0 L | 16,000 ₹65.0 L | 16,890 ₹68.6 L | 17,500 ₹71.0 L |
| 1.04 | Centering/Shuttering including strutting, propping and removal of formwork | 208.59 | 10 Sqm | 11,000 ₹22.9 L | 9,650 ₹20.1 L | 10,000 ₹20.9 L | 11,500 ₹24.0 L |
| 1.05 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only). | 194.18 | 100 kg | 2,440 ₹4.7 L | 2,400 ₹4.7 L | 2,440 ₹4.7 L | 2,460 ₹4.8 L |
| 1.06 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only). | 33.81 | 100 kg | 2,370 ₹80,129.70 | 2,200 ₹74,382 | 2,230 ₹75,396.30 | 2,390 ₹80,805.90 |
| 1.07 | Filling of stones/selected material in layers well packed behind retaining walls; breast walls, abutment/wing walls of bridges or culverts (labour and material) | 468.8 | Cum | 2,700 ₹12.7 L | 2,395 ₹11.2 L | 2,410 ₹11.3 L | 2,800 ₹13.1 L |
| 1.08 | Cost of steel | 22,798.62 | kg | 119 ₹27.1 L | 109 ₹24.9 L | 112 ₹25.5 L | 113 ₹25.8 L |
| 1.09 | Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" Dia with PCC 1:4:8 | 162 | Mtr | 378 ₹61,236 | 425 ₹68,850 | 415 ₹67,230 | 379 ₹61,398 |
Tender Value
₹8.9 Cr
EMD Value
₹7.7 L
Closing Date
30 Nov 2023, 3:00 pmClosed
Chief Engineer Project Deepak
HQ CE (P) Deepak, Chakkar Barrier, Near Hari Nagar, Shimla
D and C of RCC R Walls and Preparation of Subgrade PLC of GSB 200 mm thick WMM 150 mm thick DBM 75 mm thick Including Prime Coat and BC 40 mm thick including Tack Coat as per MORTH Specification bet 0 to km 7 on MS RD under Project Dpk in HP
2023_BRO_627047_1
CE (P) DPK-08 of 2023-24
Open Tender
Civil Works
180 days
Manali Sarchu Road
As per Tender Documents
9 documents required · 9 mandatory
₹0
₹7.7 L
Yes
Shimla
19 Dec 2023
6 Nov 2023
1 Dec 2023
6 Nov 2023
30 Nov 2023
18 Nov 2023
7 Nov 2023 - 17 Nov 2023
14 Nov 2023
Amount
PERMANENT WORK Altitude ( Below 2100) Mtr
Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5m
Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere.
Reinforced Cement concrete M-35
Centering/Shuttering including strutting, propping and removal of formwork
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only).
Cost of steel
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" Dia with PCC 1:4:8
PERMANENT WORK Altitude ( 2101-2400) Mtr
Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5m
Cement concrete (1 cement: 5 sand: 10 aggregate of size 4cm graded downwards) in foundation or elsewhere.
Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere.
Reinforced Cement concrete M-35
Centering/Shuttering including strutting, propping and removal of formwork
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only).
Cost of steel
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" Dia with PCC 1:4:8
SURFACING WORK Altitude (Below 2100) 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 ( SMB).
GSB 200 mm thick (compacted) with stone aggregate conforming to grading No V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, 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 DBM 75 mm thick (compacted) over finished WMM layer with minimum 4.5% Bitumen (VG-10) content to total mix conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing, laying and compaction of BC 40 mm thick (Compacted) over finished DBM layer with minimum 5.4% Bitumen (VG-10) content to total mix conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing and applying Prime Coat on prepared surface of granular base 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 DBM surface including cleaning of road surface and including spraying Cationic bitumen emulsion (RS 1) or bitumen VG-10@ 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.
SURFACING WORK Altitude ( 2101-2400) 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 ( SMB).
GSB 200 mm thick (compacted) with stone aggregate conforming to grading No V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, 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 DBM 75 mm thick (compacted) over finished WMM layer with minimum 4.5% Bitumen (VG-10) content to total mix conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing, laying and compaction of BC 40 mm thick (Compacted) over finished DBM layer with minimum 5.4% Bitumen (VG-10) content to total mix conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.
Providing and applying Prime Coat on prepared surface of granular base 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 DBM surface including cleaning of road surface and including spraying Cationic bitumen emulsion (RS 1) or bitumen VG-10@ 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.
LSR INFRACON PVT LTD
Messrs Tama Fabrication Works
P K CONSTRUCTION SHIMLA PVT TLD
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