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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹5.4 L (3.34%)Admitted-Finance | ₹1.7 Cr+₹5.4 L (3.34%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹15.9 L (9.75%)Admitted-Finance | ₹1.8 Cr+₹15.9 L (9.75%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹42.3 L (26.0%)Admitted-Finance | ₹2.1 Cr+₹42.3 L (26.0%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s KAY KAY CONSTRUCTIONS L1 | Balbeer Singh L4 | Shri Ram Construction L2 | Narayan Singh L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides
Km. 175 to 233 of NH-707A | 156.89 | Cum | 324 ₹50,832.36 | 385 ₹60,402.65 | 300 ₹47,067 | 17 ₹2,667.13 Lowest |
| 2.00 | 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
Km. 17 to 41 of NH-123(507) | 946.35 | Cum | 308 ₹2,91,475.8 | 50 ₹47,317.5 | 300 ₹2,83,905 | 17 ₹16,087.95 Lowest |
| 3.00 | 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.
Km. 175 to 233 of NH-707A | 202.13 | Cum | 3,209 ₹6,48,635.17 | 3,703 ₹7,48,487.39 | 3,000 ₹6,06,390 Lowest | 4,000 ₹8,08,520 |
| 4.00 | 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
Km. 17 to 41 of NH-123(507) | 1,178.07 | Cum | 2,970 ₹34,98,867.9 Lowest | 3,703 ₹43,62,393.21 | 3,000 ₹35,34,210 | 3,900 ₹45,94,473 |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
Km. 17 to 41 of NH-123(507) | 299 | No. | 6,197 ₹18,52,903 Lowest | 7,726 ₹23,10,074 | 8,000 ₹23,92,000 | 8,000 ₹23,92,000 |
| 6.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Km. 175 to 233 of NH-707A | 26.46 | Cum | 4,311 ₹1,14,069.06 | 5,303 ₹1,40,317.38 | 4,000 ₹1,05,840 Lowest | 4,500 ₹1,19,070 |
| 7.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant transit mixer & manual placing
Km. 17 to 41 of NH-123(507) | 100.42 | Cum | 5,379 ₹5,40,159.18 | 5,212 ₹5,23,389.04 | 4,000 ₹4,01,680 Lowest | 6,700 ₹6,72,814 |
| 8.00 | 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
Km. 175 to 233 of NH-707A | 779.45 | Cum | 3,061 ₹23,85,896.45 Lowest | 3,544 ₹27,62,370.8 | 3,100 ₹24,16,295 | 3,100 ₹24,16,295 |
| 9.00 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 . In cement mortar (1:5)
Km. 17 to 41 of NH-123(507) | 1,933.09 | Cum | 3,175 ₹61,37,560.75 Lowest | 4,500 ₹86,98,905 | 3,200 ₹61,85,888 | 3,300 ₹63,79,197 |
| 10.00 | 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)
Km. 175 to 233 of NH-707A | 191.99 | Cum | 780 ₹1,49,752.2 | 972 ₹1,86,614.28 | 800 ₹1,53,592 | 250 ₹47,997.5 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
24 Feb 2025, 12:00 pmClosed
SE(NH)PWD Dehradun
Office of the Superintending Engineer 10th NH Circle PWD Dehradun
Construction of Damaged R/wall andB/wall of National Highway 707A (Bataghat-Tehri section) in District Tehri Garhwal in the State of Uttarakhand under Special Repair Program 2024-25 and Estimates for Construction of Damaged walls of National Highway
2025_MoRTH_845714_1
194/13yata-NH-10/2025 dt. 22/01/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
NH507, 707A
As per tender documents
2 documents required · 2 mandatory
₹11,800
As per tender notice
₹4.4 L
SE(NH)PWD Dehradun
25 Mar 2025
23 Jan 2025
25 Feb 2025
23 Jan 2025
24 Feb 2025
12 Feb 2025
10 Feb 2025
Amount
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides Km. 175 to 233 of NH-707A
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 Km. 17 to 41 of NH-123(507)
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. Km. 175 to 233 of NH-707A
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 Km. 17 to 41 of NH-123(507)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). Km. 17 to 41 of NH-123(507)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Km. 175 to 233 of NH-707A
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant transit mixer & manual placing Km. 17 to 41 of NH-123(507)
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 Km. 175 to 233 of NH-707A
Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 . In cement mortar (1:5) Km. 17 to 41 of NH-123(507)
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) Km. 175 to 233 of NH-707A
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) Km. 17 to 41 of NH-123(507)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Km. 17 to 41 of NH-123(507)
By Mix in Place Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,) for grading- I Material Km. 17 to 41 of NH-123(507)
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 20 Nominal mix Nominal mix 1:2:4 (Hand mixed) Km. 175 to 233 of NH-707A
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504 Km. 17 to 41 of NH-123(507)
Shri Ram Construction (BID ID -3177001)
Narayan Singh (BID ID -3177126)
Balbeer Singh (BID ID -3176810)
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