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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹4.2 L (2.43%)Admitted-Finance | ₹1.8 Cr+₹4.2 L (2.43%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹32.6 L (18.9%)Admitted-Finance | ₹2.0 Cr+₹32.6 L (18.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical TANAKPUR ROAD PITHORAGARH UTTARAKHAND | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | M.M.CONSTRUCTION L3 | SKP Projects Pvt Ltd 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. | ||||||
| 1.00Construction of Retaining and Breast Walls | ||||||
| 1.01 | 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 | 670.3 | Cum | 331 ₹2,21,869.3 | 275.15 ₹1,84,433.04 Lowest | 281.8 ₹1,88,890.54 |
| 1.02 | 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) | 889.12 | Cum | 1,800 ₹16,00,416 | 1,508.61 ₹13,41,335.32 Lowest | 1,545.14 ₹13,73,814.88 |
| 1.03 | 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.(As per PWD Uttarakhand specifications) | 382.5 | Cum | 3,250 ₹12,43,125 | 2,719.25 ₹10,40,113.12 Lowest | 2,785 ₹10,65,262.5 |
| 1.04 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. | 234.25 | Cum | 750 ₹1,75,687.5 | 624.15 ₹1,46,207.14 Lowest | 640.12 ₹1,49,948.11 |
| 2.00Construction of RCC slab Culvert with R.R. 1:5 abutment as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. ( Including catchpit) As per drawing approved by CE Kumoan vide letter no. 3812/17 m-k/08 dated 10.4.2008 | ||||||
| 2.01 | 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 | 4,786.26 | Cum | 330 ₹15,79,465.8 | 275.15 ₹13,16,939.44 Lowest | 281.8 ₹13,48,768.07 |
| 2.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C ( Nominal mix 1:3:6) | 306.4 | Cum | 5,500 ₹16,85,200 | 4,631.57 ₹14,19,113.05 Lowest | 4,743.72 ₹14,53,475.81 |
| 2.03 | 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) | 1,478.32 | Cum | 1,800 ₹26,60,976 | 1,508.61 ₹22,30,208.34 Lowest | 1,545.14 ₹22,84,211.36 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
5 Feb 2021, 3:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWDAlmora
Construction of balance work GIC Asgoli to Paithani Motor Road in block Dwarahat of Distt Almora under State Sector
2021_pwd_28730_1
4937/Nivida-01/20 dated 24/12/2020
Open Tender
Civil Works
Item Rate
455 days
Almora
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Ranikhet
₹4.3 L
Almora
7 May 2021
7 Jan 2021
5 Feb 2021
7 Jan 2021
5 Feb 2021
29 Jan 2021
28 Jan 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 Retaining and Breast Walls
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, parapets,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.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
Construction of RCC slab Culvert with R.R. 1:5 abutment as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. ( Including catchpit) As per drawing approved by CE Kumoan vide letter no. 3812/17 m-k/08 dated 10.4.2008
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 P.C.C ( Nominal mix 1:3:6)
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)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (In cement mortar 1:5
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.(As per PWD Uttarakhand specifications)
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)
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, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing rolling with power roller8-10 tonn in stages to proper grade & amber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse gregates,watering &rolling making necessary earthen bund to protectedges lighting, guarding & barricatings,&maintenance of diversions etc.[Grading of no-1] (45-90 mm size).with crushable screening
Construction of Road side parapets 2.50 mtr longmade of plum concrete with 60% cement concrete1:2:4 and 40%plum complete i/c supply of all material, labour , T&P etc required for proper completion of the work( as per approved drawing approved by C.E.(K) )
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 P.C.C. grade 1:3:6 Nominal mix
Plain cement concrete in foundation complete as per drawings and technical specification Clauses 802, 803, 807, 1202 ans 1204 (P.C.C. grade M 20 Nominal mix 1:2:4)
Loose Stones for Plum
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign boards as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm X 600 mm, 600 mm below ground level as per drawings and technical specifications Clause 801.
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.24 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 mean)
Sanjay Singh Bora
M.M.CONSTRUCTION
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