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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹25.2 Cr+₹1.3 Cr (5.37%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical bid is non responsive | |
| 4 | Rejected-Technical 11 30 | PITHORAGARH | UTTARAKHAND | 262501 | - | Rejected-Technical bid is non responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical bid is non responsive |
| Sl No | Description | Qty | Unit | ELSTELLAR INTERNATIONAL PRIVATE LIMITED L1 | MAHALAXMI BUILDWELL(INDIA) PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 1,426.96 | Cum | 172 ₹2,45,437.12 Lowest | 181 ₹2,58,279.76 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
Ordinary rock | 356.74 | Cum | 484 ₹1,72,662.16 Lowest | 510 ₹1,81,937.4 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock | 3,572.81 | CuM | 252 ₹9,00,348.12 Lowest | 266 ₹9,50,367.46 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 12,115.12 | Cum | 190 ₹23,01,872.8 Lowest | 200 ₹24,23,024 |
| 5.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 9,555.71 | Cum | 679 ₹64,88,327.09 Lowest | 716 ₹68,41,888.36 |
| 6.00 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil | 1,579.93 | Cum | 123 ₹1,94,331.39 Lowest | 130 ₹2,05,390.9 |
| 7.00 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock | 195.04 | Cum | 220 ₹42,908.8 Lowest | 232 ₹45,249.28 |
| 8.00 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 211.87 | Ltr | 228 ₹48,306.36 Lowest | 240 ₹50,848.8 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from
natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 351.37 | Cum | 6,605 ₹23,20,798.85 Lowest | 6,963 ₹24,46,589.31 |
| 10.00 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1 :3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size
250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. | 5 | nos | 902 ₹4,510 Lowest | 950 ₹4,750 |
Tender Value
₹23.9 Cr
EMD Value
₹47.8 L
Closing Date
9 Sept 2025, 3:00 pmClosed
GM CIVIL BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of Overall Infra Mahasu Devta Hanol (Civil work)
2025_BRID2_86157_2
1750/BRIDCUL/1090/25 Dated 08.08.2025
Open Tender
Civil Works - Buildings
Item Rate
540 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹47.8 L
BRIDCUL Dehradun
20 Sept 2025
13 Aug 2025
9 Sept 2025
13 Aug 2025
9 Sept 2025
26 Aug 2025
25 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 1,426.96 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
Ordinary rock | 356.74 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock | 3,572.81 | CuM | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 12,115.12 | Cum | - | - |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 9,555.71 | Cum | - | - |
| 6 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil | 1,579.93 | Cum | - | - |
| 7 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock | 195.04 | Cum | - | - |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 211.87 | Ltr | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from
natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 351.37 | Cum | - | - |
| 10 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1 :3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size
250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. | 5 | nos | - | - |
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