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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹443.48 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹443.48 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.5 L (3.19%)Admitted-Finance | ₹1.1 Cr+₹3.5 L (3.19%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹8.9 L (8.17%)Admitted-Finance | ₹1.2 Cr+₹8.9 L (8.17%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹16.0 L (14.6%)Admitted-Finance TATA ROAD RAM BHAWAN TATA ROAD CHAIBASA CHAIBASA WEST SINGHBHUM CHAIBASA 2824 833201 | WEST SINGHBHUM | JHARKHAND | 833201 | ₹1.3 Cr+₹16.0 L (14.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Amber Construction L1 | Sh. Bhup Singh L2 | Raj Kumar Contractor L3 | Vijender Singh L4 | indian trading company L5 | M/S Shiv Shankar Construction Co. L6 | jaimaa construction L7 | SHREE AADI SHIV CONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,794.16 | cum | - | - | - | - | - | - | - | - |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on repared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. For Grading II Material | 1,694.93 | cum | - | - | - | - | - | - | - | - |
| 3.00 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means | 826.55 | cum | - | - | - | - | - | - | - | - |
| 4.00 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | 805.62 | cum | - | - | - | - | - | - | - | - |
| 5.00 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 9,346.5 | Sqm | - | - | - | - | - | - | - | - |
| 6.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C. grade M 20) | 122.76 | cum | - | - | - | - | - | - | - | - |
| 7.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 734.4 | cum | - | - | - | - | - | - | - | - |
| 8.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated uitable material.Upto 3 m depth | 68.4 | cum | - | - | - | - | - | - | - | - |
| 9.00 | 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)} | 14.04 | cum | - | - | - | - | - | - | - | - |
| 10.00 | Brick masonry work in cement mortar in foundation complete xcluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 103.53 | cum | - | - | - | - | - | - | - | - |
Tender Value
₹1.6 Cr
EMD Value
₹3.5 L
Closing Date
24 Aug 2020, 3:00 pmClosed
Superintending Engineer
SE, Civil Circle, PWD, Haridwar.
Construction CC Interlocking Tiles Road including drain work from Doon School to Solani river and field of Akbar to house of Johar Singh across the Solani river in village Rampur under state sector year 2018-19 in Piran Kaliyar Constituency.
2020_pwd_25376_1
1471/06C-Civil Circle/2019 Dated 23/07/2020
Open Tender
Civil Works
Item Rate
365 days
Rampur Roorkee
As Per Bid Document
2 documents required · 2 mandatory
₹5,900
EE, CD, PWD, Roorkee
₹3.5 L
Haridwar
21 Oct 2020
6 Aug 2020
24 Aug 2020
6 Aug 2020
24 Aug 2020
12 Aug 2020
11 Aug 2020
Amount
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on repared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. For Grading II Material
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C. grade M 20)
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated uitable material.Upto 3 m depth
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)}
Brick masonry work in cement mortar in foundation complete xcluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Bedding for Pipe Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Providing weep holes in Brick 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 structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (750 mm dia)
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 as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
Reinforced cement concrete in M-20 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807, 1202 ans 1204
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in150mmx 150mm meshlaid withstone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
Sh. Bhup Singh
Raj Kumar Contractor
Vijender Singh
indian trading company
M/S Shiv Shankar Construction Co.
jaimaa construction
SHREE AADI SHIV CONSTRUCTION
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