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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.7 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹54.9 Cr+₹3.2 Cr (6.13%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹57.4 Cr+₹5.7 Cr (11.1%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ajay Kumar Sood Engineers and Contractors L1 | BANSAL AND BROTHERS JV L3 | UNIPRO L2 |
|---|---|---|---|---|---|---|
| 1.00 | Civil Work
Earth work in surface excavation not exceeding 30 cm in depth including getting out and disposal of excavated earth upto all lead and lift, as directed by Engineer-in-charge. | 2,940 | Sqm | 70 ₹2,05,800 | 200 ₹5,88,000 | 50 ₹1,47,000 Lowest |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains in earth work in all heights and depth in all kind of soil, including saturated soil comprising of pick work, jumper work and in soft rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines. levels as show on t he drawings and as directed by the Engineer In charge at site and sorting out useful and un-useful material and transportation of the un-useful material for disposing at approved dumping site otherwise and including payment of prescribed charge of dumping to the owner of dumping site (to be arranged by the contractor) for the satisfaction of Engineer-in Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measure and other incidentals necessary to complete the work by mechanical means and labour (if required). | 11,943.51 | Cum | 250 ₹29,85,877.5 Lowest | 400 ₹47,77,404 | 400 ₹47,77,404 |
| 3.00 | Excavation work by mechanical means (Hydraulic excavator)/manual means including saturated soil comprising hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines. levels as show on t he drawings and as directed by the Engineer In charge at site and sorting out useful and un-useful material and transportation of the un-useful material for disposing at approved dumping site otherwise and including payment of prescribed charge of dumping to the owner of dumping site (to be arranged by the contractor) for the satisfaction of Engineer-in Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measure and other incidentals necessary to complete the work by mechanical means and labour (if required). | 2,320.7 | Cum | 520 ₹12,06,764 Lowest | 750 ₹17,40,525 | 786 ₹18,24,070.2 |
| 4.00Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | ||||||
| 5.00 | Depth not exceeding 1.5 m | 1,133.93 | Sqm | 160 ₹1,81,428.8 Lowest | 175 ₹1,98,437.75 | 180 ₹2,04,107.4 |
| 6.00Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | ||||||
| 7.00 | Depth exceeding 1.5 m but not exceeding 3 m | 1,520.64 | Sqm | 160 ₹2,43,302.4 | 175 ₹2,66,112 | 150 ₹2,28,096 Lowest |
| 8.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole,300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration and as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | 2,135.9 | Sqm | 160 ₹3,41,744 | 300 ₹6,40,770 | 80 ₹1,70,872 Lowest |
| 9.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | ||||||
| 10.00 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 1,695.63 | Cum | 5,002 ₹84,81,541.26 Lowest | 7,400 ₹1,25,47,662 | 7,500 ₹1,27,17,225 |
Tender Value
₹61.7 Cr
EMD Value
₹61.7 L
Closing Date
9 Sept 2024, 5:00 pmClosed
Project Director HPTDB
Project Director Himachal Pradesh Tourism Development Board HPTDB Department of Tourism and Civil Aviation First Floor, U.S. Club Shimla 171 001, HP, India
Tourist facilities at Baba Balaknath, Hamirpur District, Himachal Pradesh.SH Civil, WS and SI, EI, Fire Fighting, Fire Alarm system and Surveillance System etc SITDP-HP_W01/2023-24
2024_HPTDB_91611_1
SITDP-HP_W01/2023-24 Retender
Open Tender
Composite Works
Item Rate
730 days
As per Tender Document
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
Project Director HPTDB U S Club Shimla
₹61.7 L
Project Director HPTDB Shimla
7 Nov 2024
9 Aug 2024
9 Sept 2024
9 Aug 2024
9 Sept 2024
4 Sept 2024
16 Aug 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work
Earth work in surface excavation not exceeding 30 cm in depth including getting out and disposal of excavated earth upto all lead and lift, as directed by Engineer-in-charge. | 2,940 | Sqm | - | - |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains in earth work in all heights and depth in all kind of soil, including saturated soil comprising of pick work, jumper work and in soft rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines. levels as show on t he drawings and as directed by the Engineer In charge at site and sorting out useful and un-useful material and transportation of the un-useful material for disposing at approved dumping site otherwise and including payment of prescribed charge of dumping to the owner of dumping site (to be arranged by the contractor) for the satisfaction of Engineer-in Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measure and other incidentals necessary to complete the work by mechanical means and labour (if required). | 11,943.51 | Cum | - | - |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/manual means including saturated soil comprising hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines. levels as show on t he drawings and as directed by the Engineer In charge at site and sorting out useful and un-useful material and transportation of the un-useful material for disposing at approved dumping site otherwise and including payment of prescribed charge of dumping to the owner of dumping site (to be arranged by the contractor) for the satisfaction of Engineer-in Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measure and other incidentals necessary to complete the work by mechanical means and labour (if required). | 2,320.7 | Cum | - | - |
| 4 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | - | - | - | - |
| 5 | Depth not exceeding 1.5 m | 1,133.93 | Sqm | - | - |
| 6 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | - | - | - | - |
| 7 | Depth exceeding 1.5 m but not exceeding 3 m | 1,520.64 | Sqm | - | - |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole,300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration and as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | 2,135.9 | Sqm | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level as per the direction of Engineer-in-Charge including carriage of material in all lead & lift. | - | - | - | - |
| 10 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 1,695.63 | Cum | - | - |
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