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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC As per attached letter |
| 2 | L2₹3.7 Cr+₹46.5 L (14.6%)Rejected-AOC | ₹3.7 Cr+₹46.5 L (14.6%) | L2 | Rejected-AOC As per attached letter |
| 3 | L3₹3.8 Cr+₹59.1 L (18.5%)Rejected-AOC | ₹3.8 Cr+₹59.1 L (18.5%) | L3 | Rejected-AOC As per attached letter |
| 4 | L4₹3.8 Cr+₹61.0 L (19.1%)Rejected-AOC | ₹3.8 Cr+₹61.0 L (19.1%) | L4 | Rejected-AOC As per attached letter |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
4 Jun 2020, 12:00 pmClosed
SE(NH)PWDDEHRADUN
office of the Superintending Engineer, 10th N.H. Circle, P.W.D., Yamuna colony, Dehradun
Construction of 6 Meter Span Culvert and Protection Work from Km 110.00 to 262.000 on NH- 121 (309) in the State of Uttarakhand under Annual Plan 2019-20
2020_MoRTH_556257_1
1173/13Yata-NH-10/2020 dated 20.04.2020
Open Tender
Civil Works - Roads
Item Rate
270 days
NH-121(309)
As per tender documents
2 documents required · 2 mandatory
₹14,800
As per detailed NIT
₹7.6 L
SE(NH)PWDDEHRADUN
2 Jul 2020
24 Apr 2020
5 Jun 2020
24 Apr 2020
4 Jun 2020
21 May 2020
20 May 2020
Amount
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
In Km 107 to 115
In Km 116 to 152
In Km 153 to 222
In Km 223 to 250
In Km 251 to 263.115
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
In Km 107 to 115
In Km 116 to 152
In Km 153 to 222
In Km 223 to 250
In Km 251 to 263.115
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)
In Km 107 to 115
In Km 116 to 152
In Km 153 to 222
In Km 223 to 250
In Km 251 to 263.115
Providing and laying of cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
In Km 176 to 222
Providing concrete for plain/ reinforced concrete in open foundations in Nominal mix 1:3:6 complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
In Km 176 to 222
Plain/reinforced cement concrete in substructure in P.C.C. grade M 20 complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)
In Km 176 to 222
Providing and laying reinforced cement concrete R.C.C M 30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height upto 5m
In Km 176 to 222
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
In Km 176 to 222
Providing concrete for plain/ reinforced concrete in open foundations in Nominal mix 1:2:4 complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
In Km 176 to 222
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
In Km 176 to 222
Construction of 6 meter Span culvert with P.C.C. 1:3:6 , R.R. Stone Masonary 1:3, R.C.C. Grade M 20 & R.C.C. Grade M 30 All work completed In Km 211 to 223
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
In Km 211 to 223
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
In Km 211 to 223
Random Rubble Masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
In Km 211 to 223
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
In Km 211 to 223
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (RCC Grade M20 Height upto 5m
In Km 211 to 223
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC Grade M30 Height upto 5m
In Km 211 to 223
In Km 211 to 223
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications ( PCC Grade M20
In Km 211 to 223
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
In Km 211 to 223
Back filling With Granular material behind abutment, wing wall and return wall complete as per drawing and Technical specification
In Km 211 to 223
Water Bound Macadam Grading- II (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
In Km 211 to 223
Water Bound Macadam Grading- III (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
In Km 176 to 222
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
In Km 211 to 223
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm all work comp.
In Km 211 to 223
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
In Km 211 to 223
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm all work comp.
In Km 211 to 223
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
In Km 211 to 223
KBM Construction Co.
Tikam Singh Rana
suresh chandra nainwal
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