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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAdmitted-Finance | ₹10.6 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | ELSTELLAR INTERNATIONAL PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 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 | 2,344.14 | Cum | 177.5 ₹4,16,084.85 Lowest |
| 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 | 586.04 | Cum | 498.9 ₹2,92,375.36 Lowest |
| 3.00 | 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. | 2,051.13 | Cum | 196 ₹4,02,021.48 Lowest |
| 4.00 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil | 1,093.86 | Cum | 126.8 ₹1,38,701.45 Lowest |
| 5.00 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock | 273.46 | Cum | 227.4 ₹62,184.8 Lowest |
| 6.00 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 4,061 | Ltr | 234.75 ₹9,53,319.75 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1 :4:8 (1 cement : 4 coarse sand (zone-IlI) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) | 138.98 | Cum | 6,812 ₹9,46,731.76 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass
concrete | 365.7 | Sqm | 392.15 ₹1,43,409.26 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access
platform | 1,757.42 | Sqm | 927.25 ₹16,29,567.7 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 1,855.98 | Sqm | 736.4 ₹13,66,743.67 Lowest |
Tender Value
₹10.6 Cr
EMD Value
₹21.2 L
Closing Date
8 Apr 2025, 3:00 pmClosed
GM CIVIL BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Saharanpur Road Dehradun
Construction of Langer Hall and Dharmshala at Mahasu Devta, Hanol, Distt. Dehradun-2nd Call
2025_BRID2_81349_1
484/BRIDCUL/985/25 Dated 06.03.2025
Open Tender
Civil Works - Buildings
Item Rate
540 days
Mahasu Devta Hanol
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹21.2 L
BRIDCUL Dehradun
25 Apr 2025
10 Mar 2025
8 Apr 2025
10 Mar 2025
8 Apr 2025
15 Mar 2025
12 Mar 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 | 2,344.14 | 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 | 586.04 | Cum | - | - |
| 3 | 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. | 2,051.13 | Cum | - | - |
| 4 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil | 1,093.86 | Cum | - | - |
| 5 | Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock | 273.46 | Cum | - | - |
| 6 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 4,061 | Ltr | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1 :4:8 (1 cement : 4 coarse sand (zone-IlI) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) | 138.98 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass
concrete | 365.7 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access
platform | 1,757.42 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 1,855.98 | Sqm | - | - |
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