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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹7.0 L (2.14%)Admitted-Finance 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹3.3 Cr+₹7.0 L (2.14%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SKP Projects Pvt Ltd L2 | M.M.CONSTRUCTION L1 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00 | Hill Side Cutting in Ch. 0.00 to 7.750 Km.
Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. including Passing Places as per requirement at site | 1 | Job | 66,14,436.76 ₹66,14,436.76 | 64,78,000 ₹64,78,000 Lowest |
| 2.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 1,730.68 | Cum | 347.55 ₹6,01,499.56 | 340 ₹5,88,431.2 Lowest |
| 3.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 3,289.3 | Cum | 1,857.94 ₹61,11,315.46 | 1,818 ₹59,79,947.4 Lowest |
| 4.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, | 482.04 | Cum | 3,347.95 ₹16,13,848.23 | 3,278 ₹15,80,127.12 Lowest |
| 5.00 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. | 340.44 | Cum | 763.88 ₹2,60,053.61 | 747 ₹2,54,308.68 Lowest |
| 6.00C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | |||||
| 6.01 | Excavation in foundation for Scupper in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 4,272.54 | Cum | 347.55 ₹14,84,925.55 | 340 ₹14,52,663.6 Lowest |
| 6.02 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 548.83 | Cum | 3,347.95 ₹18,37,458.14 | 3,278 ₹17,99,064.74 Lowest |
| 6.03 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 M 10 | 262.19 | Cum | 5,988.59 ₹15,70,147.36 | 5,864 ₹15,37,482.16 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.2 L
Closing Date
10 Nov 2020, 11:00 amClosed
Superintending Engineer
Superintending Engineer 1st Circle P.W.D. Almora
Construction of Maudiyar Gwatoli Motor Road in block Kapkot Distt Bageshwar Under SCSP
2020_pwd_26657_1
3815/Nivida-01/20 dated 05/10/2020
Open Tender
Civil Works
Item Rate
455 days
Kapkot
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Kapkot
₹7.2 L
Almora
16 Jan 2021
9 Oct 2020
10 Nov 2020
10 Oct 2020
10 Nov 2020
3 Nov 2020
2 Nov 2020
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Hill Side Cutting in Ch. 0.00 to 7.750 Km. Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. including Passing Places as per requirement at site
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Masonary laid dry in breast wall,retaining wall, scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702,
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Excavation in foundation for Scupper in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 M 10
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2.5:5) M 15
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing weep holes in Stone masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
Construction of Plum Concrete Parapets with 60% cement Concrete M-15(1:2:4 mix) and 40% plum (approved stone of maximam size 200 mm) as per standard drawing & as per direction of engineer-in-Charge.
C/o Katcha drain Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. by Mechanical Means
5th Kilometer stone (Precast)
Ordinory kilometer stone (Precast)
200 m stone (precast)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification sign with corrosion resistant 2mm thick Type IV retro- reflective cautionary, mandatory, informatory sign board with 7 year warrant
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet 6-1-1 Providing and fixing of corrosion resistant 2mm thick Type IV retro- reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high inten
600 mm equilateral triangle
600 mm Circular
Muck Disposal
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal osurplus material as per direction of engineer - in -charge
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
Removal of unsuitable soil with disposal of muck as per requirement of site.
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