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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹42,682.63 (0.27%)Admitted-Finance | ₹1.6 Cr+₹42,682.63 (0.27%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | Shivraj Banola L1 | Sanjay Singh Bora L2 |
|---|---|---|---|---|---|
| .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 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 40 | No. | 242.2 ₹9,688 Lowest | 242.2 ₹9,688 Lowest |
| 2.00 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications | 2 | No. | 589.9 ₹1,179.8 Lowest | 589.9 ₹1,179.8 Lowest |
| 3.00 | Excavation in hill side cutting in all types of soil and rock etc.as met as site of work by mechanical means, including lead upto 30 m and lift upto 1.50 m as per plan, L-section including disposal od surplus excavated materials and debris as per direction of Engineer-In-Charge. | 1 | Job | 45,82,265.21 ₹45,82,265.21 | 45,75,000 ₹45,75,000 Lowest |
| 4.00FOR R/W AND B/W | |||||
| 4.01 | 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 | 620.1 | Cum. | 364.8 ₹2,26,212.48 Lowest | 364.8 ₹2,26,212.48 Lowest |
| 4.02 | 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&Pand royaltiies etc.(As per PWD Uttarakhand specifications) | 136.5 | Cum. | 3,689.6 ₹5,03,630.4 Lowest | 3,689.6 ₹5,03,630.4 Lowest |
| 4.03 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 1,226.85 | Cum. | 2,053.2 ₹25,18,968.42 Lowest | 2,053.2 ₹25,18,968.42 Lowest |
| 4.04 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete. | 103.55 | Cum. | 863.3 ₹89,394.71 Lowest | 863.3 ₹89,394.71 Lowest |
| 5.00For 1m Span R.C.C. Culvert | |||||
Tender Value
Refer Docs
EMD Value
₹3.2 L
Closing Date
20 Dec 2021, 11:00 amClosed
Superintending Engineer
Superintending Engineer, 1st Circle, PWD Almora
Construction of Chitaipant Tiraha to Haridatt Petshali Link Road in District Almora under State Sector
2021_pwd_39185_1
8266/Nivida-01/2021 dated 27/11/2021
Open Tender
Civil Works
Item Rate
455 days
Almora
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Almora
₹3.2 L
Almora
1 Apr 2022
30 Nov 2021
20 Dec 2021
30 Nov 2021
20 Dec 2021
12 Dec 2021
10 Dec 2021
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.
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
Excavation in hill side cutting in all types of soil and rock etc.as met as site of work by mechanical means, including lead upto 30 m and lift upto 1.50 m as per plan, L-section including disposal od surplus excavated materials and debris as per direction of Engineer-In-Charge.
FOR R/W AND B/W
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 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&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete.
For 1m Span R.C.C. Culvert
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
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
Random Rubble Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 In cement mortar 1:5 (abutment of culverts)
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&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
Random Rubble Stone Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:2:4)
Plain/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 (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete.
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizesto 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.
Constriction of parapet as per detailed drawing attached including all material, labour and T&P etc. complete in all respect.
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
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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:2:4)
Loose stone for parapet
White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915
Surface Drains in Soil 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.
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm.
Removal of Unsuitable Soil with Disposal of unsuitable soil including excavation, loading and disposal but excluding compaction (Muck Disposal)
Sanjay Singh Bora
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