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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.5 Cr+₹14.0 L (9.91%)Rejected-Finance | ₹1.5 Cr+₹14.0 L (9.91%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.6 Cr+₹19.6 L (13.9%)Rejected-Finance | ₹1.6 Cr+₹19.6 L (13.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.7 Cr+₹25.4 L (18.1%)Rejected-Finance JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | ₹1.7 Cr+₹25.4 L (18.1%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.7 Cr+₹25.8 L (18.4%)Rejected-Finance | ₹1.7 Cr+₹25.8 L (18.4%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
22 Jul 2020, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2 Circle P.W.D Nainital
Construction of Pangot to Deochauri motor road under state sector form Km 1.00 to 5 KM Hill side cutting, construction of R.C.C colvert causeway kaccha drain and disposal of malwa in Nainital constituency Distt Nainital under s
2020_pwd_24941_1
2339/41-M-2/20-21 Dt 01-07-2020
Open Tender
Civil Works - Roads
Item Rate
455 days
Nainital
As per Attached SBD
2 documents required · 2 mandatory
₹5,900
E.E Provincial Divison P.W.D Nainital
₹3.9 L
Nainital
28 Sept 2020
13 Jul 2020
22 Jul 2020
13 Jul 2020
22 Jul 2020
13 Jul 2020
13 Jul 2020 - 22 Jul 2020
15 Jul 2020
Amount
Hill Side Cutting For Making Road of Regarding In All Type Of soil For Making The Road As per Plan & L - Section Including Uorooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Matenal And Debries up To Distance Of 30m. From Road Side As Directed By Engineer-in-Charge As Per P.W.D. Specification Also Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work.( SI No.151b.H)
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 (Drain)
Construction of 1 m. Span R.C.C. Scupper/Culvert.
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
Providing concrete for plain 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)
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
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)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 25
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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)
Construction of 6.00m. Span R.C.C. Culvert.
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
Providing concrete for plain 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)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 20
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)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 25
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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)
Construction of 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
Providing concrete for plain 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)
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)
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
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 25
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & S: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
Mock disposal
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
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & S: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 upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Construction of Parapet in Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete
M/s Shree Ram Construction
shri lingum enterprises
Shivraj Banola
Puran Singh Bora
Shree Jagnath Associates
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