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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹7,665.89 (0.04%)Admitted-Finance | ₹2.0 Cr+₹7,665.89 (0.04%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Yamuna Nirman L2 | Daya Ram L1 |
|---|---|---|---|---|---|
| 1.00Construction For Retaining Wall / Breast Wall | |||||
| 1.01 | Excavation in foundation for retaining, breast walls etc, 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. (Miscll.1-2) | 775.35 | Cum | 292.2 ₹2,26,557.27 | 292 ₹2,26,402.2 Lowest |
| 1.02 | 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 (Miscll.1-3) | 957.34 | Cum | 1,886.2 ₹18,05,734.71 | 1,886 ₹18,05,543.24 Lowest |
| 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. (Miscll.1-4) | 695.35 | Cum | 3,169.9 ₹22,04,189.97 | 3,169 ₹22,03,564.15 Lowest |
| 1.04 | 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)(Miscll.1-5) | 698.22 | Cum | 886.9 ₹6,19,251.32 | 886 ₹6,18,622.92 Lowest |
| 2.00Construction of Scuppers | |||||
| 2.01 | Excavation in foundation for retaining, breast walls etc, 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. (Miscll.1-2) | 3,492.53 | Cum | 292.2 ₹10,20,517.27 | 292 ₹10,19,818.76 Lowest |
| 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 grade M 10 ,Nominal mix 1:3:6 (MORD 11-4-1 ) | 230.25 | Cum | 4,440.2 ₹10,22,356.05 | 4,440 ₹10,22,310 Lowest |
| 2.03 | 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. (Miscll.1-4) | 2,238.89 | Cum | 3,169.9 ₹70,97,057.41 | 3,169 ₹70,95,042.41 Lowest |
| 2.04 | 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) (Miscll.1-5) | 318.3 | Cum | 686.9 ₹2,18,640.27 | 686 ₹2,18,353.8 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
6 Jan 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of Deudilani to Thalin Sakrol Motor Road, Part-II (KM 1 to 7) in Kalsi Block of Chakrata Vidhansabha in Distt. Dehradun under CM Ghoshna-739/2017.
2020_pwd_27963_1
5597/1C-9/2020, Dated 05-12-2020
Open Tender
Civil Works - Roads
Item Wise
365 days
Thalin Sakrol Motor Road (Km 1 to 7)
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Sahiya
₹4.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
3 Feb 2021
7 Dec 2020
6 Jan 2021
7 Dec 2020
6 Jan 2021
22 Dec 2020
21 Dec 2020
Amount
Construction For Retaining Wall / Breast Wall
Excavation in foundation for retaining, breast walls etc, 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. (Miscll.1-2)
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 (Miscll.1-3)
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. (Miscll.1-4)
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)(Miscll.1-5)
Construction of Scuppers
Excavation in foundation for retaining, breast walls etc, 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. (Miscll.1-2)
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 M 10 ,Nominal mix 1:3:6 (MORD 11-4-1 )
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. (Miscll.1-4)
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) (Miscll.1-5)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. RCC M25 Height upto 5 m (MORD 13-1-2-A)
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.Clauses 1002, 1010 and 1202 (MORD 13-2 )
Parapet
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Miscll.2-2)
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction.(Miscll.2-1)
Making Super Elevation including Filling and Making Cooli walling with approved materials deposited at site from road way cutting and excavated from drain and foundation of other structure graded and compacted to meet requirement to complete work as per Drawing.
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.
Ordinary Rock
Hard rock
Causeway
Excavation in foundation for retaining, breast walls etc, 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. (Miscll.1-2)
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 M 10 ,Nominal mix 1:3:6 (MORD 11-4-1 )
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed rubble masonry (2nd sort) In 1:4 cement mortar (MORD 11-6-2-2)
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifictions.(Miscll.2-2)
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, usingcuring compound where specified and water finishing to lines and grade as per drawings and technical specifications.( Miscll.2-3 )
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 x 450 mm rectangular
Reinforced cement concrete M15 grade Kilometer stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc as per drawing and Technical spcification clause 1703 (MORD 10-2-A-3-5)
5th km stone (precast) (MORD 10-10-1 )
ordinary km stone (precast) (MORD 10-10-2)
200m stone (precast) (MORD 10-10-3 )
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 (Miscll.1-12)
Yamuna Nirman
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