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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+₹7.6 L (4.78%)Admitted-Finance | ₹1.7 Cr+₹7.6 L (4.78%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹14.3 L (9.01%)Admitted-Finance | ₹1.7 Cr+₹14.3 L (9.01%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 Cr+₹42.5 L (26.8%)Admitted-Finance | ₹2.0 Cr+₹42.5 L (26.8%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 Cr+₹49.2 L (31.1%)Admitted-Finance | ₹2.1 Cr+₹49.2 L (31.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s KAY KAY CONSTRUCTIONS L2 | A K BUILDSOLUTION L6 | jitendra singh L5 | Aglarh valley Construction L7 | PAPPU RANA L8 | Balbeer Singh L4 | Shri Ram Construction L1 | Diwan Construction And Developers L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Causeway in km 137 (8-10) | |||||||||||
| 1.10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 27.63 | Cum | 550 ₹15,196.5 | 818 ₹22,601.34 | 778.1 ₹21,498.9 | 801.02 ₹22,132.18 | 818.2 ₹22,606.87 | 753 ₹20,805.39 | 815 ₹22,518.45 | 350 ₹9,670.5 Lowest |
| 1.20 | 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 | 22.1 | Cum | 1,900 ₹41,990 | 2,302 ₹50,874.2 | 2,189.77 ₹48,393.92 | 2,254.25 ₹49,818.93 | 2,302.6 ₹50,887.46 | 2,118 ₹46,807.8 | 1,800 ₹39,780 | 1,500 ₹33,150 Lowest |
| 1.30 | 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.) | 22.1 | Cum | 4,350 ₹96,135 | 5,612 ₹1,24,025.2 | 5,337.01 ₹1,17,947.92 | 5,494.15 ₹1,21,420.72 | 5,612 ₹1,24,025.2 | 5,163 ₹1,14,102.3 | 5,000 ₹1,10,500 | 3,500 ₹77,350 Lowest |
| 1.40 | PCC Grade M30
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using Batching Plant, Transit Mixer and Concrete Pump | 11.05 | Cum | 6,400 ₹70,720 Lowest | 8,224 ₹90,875.2 | 7,821.4 ₹86,426.47 | 8,051.69 ₹88,971.17 | 8,224.4 ₹90,879.62 | 7,566 ₹83,604.3 | 7,500 ₹82,875 | 7,500 ₹82,875 |
| 2.00Construction of Causeway in km 150 (2-4) | |||||||||||
| 2.10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 47.25 | Cum | 550 ₹25,987.5 | 818 ₹38,650.5 | 778.1 ₹36,765.23 | 801.02 ₹37,848.2 | 818.2 ₹38,659.95 | 753 ₹35,579.25 | 815 ₹38,508.75 | 350 ₹16,537.5 Lowest |
| 2.20 | 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 | 37.8 | Cum | 1,900 ₹71,820 | 2,302 ₹87,015.6 | 2,189.77 ₹82,773.31 | 2,254.25 ₹85,210.65 | 2,302.6 ₹87,038.28 | 2,118 ₹80,060.4 | 1,800 ₹68,040 | 1,500 ₹56,700 Lowest |
| 2.30 | 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.) | 37.8 | Cum | 4,350 ₹1,64,430 | 5,612 ₹2,12,133.6 | 5,337.01 ₹2,01,738.98 | 5,494.15 ₹2,07,678.87 | 5,612 ₹2,12,133.6 | 5,163 ₹1,95,161.4 | 5,000 ₹1,89,000 | 3,500 ₹1,32,300 Lowest |
| 2.40 | PCC Grade M30
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using Batching Plant, Transit Mixer and Concrete Pump | 18.9 | Cum | 6,400 ₹1,20,960 Lowest | 8,224 ₹1,55,433.6 | 7,821.4 ₹1,47,824.46 | 8,051.69 ₹1,52,176.94 | 8,224.4 ₹1,55,441.16 | 7,566 ₹1,42,997.4 | 8,220 ₹1,55,358 | 7,500 ₹1,41,750 |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
6 Mar 2025, 12:00 pmClosed
SE(NH)PWDDehradun
Office of the Superintending Engineer 10th NH Circle PWD Yamuna Colony Dehradun
Laying of interlocking tiles work in km. 148, 150, 154 (Kempty market area) of NH-707A in the State of Uttarakhand under Annual Plan (2024-25)
2025_MoRTH_845366_1
163/13Yata-NH-10/2025 dt. 20.01.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
NH-707A
As per tender documents
2 documents required · 2 mandatory
₹11,800
As per tender notice
₹4.4 L
SE(NH)PWDDehradun
1 Apr 2025
22 Jan 2025
7 Mar 2025
22 Jan 2025
6 Mar 2025
12 Feb 2025
10 Feb 2025
Amount
Construction of Causeway in km 137 (8-10)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
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
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.)
PCC Grade M30 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
Construction of Causeway in km 150 (2-4)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
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
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.)
PCC Grade M30 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
Construction of Interlocking Concrete Block Pavement in km 148
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material
Wet Mix Macadam laying using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Construction of Interlocking Concrete Block Pavement in km 150
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material
Wet Mix Macadam laying using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Construction of Interlocking Concrete Block Pavement in km 154
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material
Wet Mix Macadam laying using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Construction of 7.00 M span culvert at Km 148
Excavation in foundation for retaining & breast walls in all types of soils and rocks for Causeway including lead, lift and disposal of surplus material as per direction of engineer - in - charge.
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.)
Random Rubble Stone Masonry laid in 1:3 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
PCC Grade M30 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
Supply, fitting and placing of HYSD or TMT bar reinforcement ( Fe 415) in superstructure complete as per drawing and technical specification and as directed by Engineer in charge.
Reconstruction of damaged parapets
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.
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
M/s KAY KAY CONSTRUCTIONS (BID ID -3182968)
Diwan Construction And Developers (BID ID -3183139)
Balbeer Singh (BID ID -3182892)
jitendra singh (BID ID -3183023)
A K BUILDSOLUTION (BID ID -3183005)
Aglarh valley Construction (BID ID -3182189)
PAPPU RANA (BID ID -3182446)
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