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| # | Company | Offered Item | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹18.8 Cr Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | L1 | |
| 2 | L2₹18.8 Cr+₹4.4 L (0.23%) Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | L2 | |
| 3 | L3₹20.0 Cr+₹1.2 Cr (6.30%) Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | L3 | |
| 4 | L4₹21.0 Cr+₹2.2 Cr (11.5%) Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.) | L4 | |
| 5 | - | - |
| Sl No | Description | Qty | Unit | M/s Chaudhary Construction Company Private Limited L3 | SPS INFRABUILD PVT. LTD. L1 | PYRAMID BUILDERS L2 | AJAY KUMAR SHARMA L4 |
|---|---|---|---|---|---|---|---|
| 1.1 | 1200 mm dia piles | 435 | metre | 44,092 ₹1,91,80,020 | 55,000 ₹2,39,25,000 | 35,000 ₹1,52,25,000 Lowest | 45,000 ₹1,95,75,000 |
| 2 | Supplying, installation, testing and reporting of Bi Directional Static Pile load Test (BDSLT) using a super-cell ( Bi-axial load cell) on pile of dia 1200mm with test load ranging up to 550 Tonne as per IRC : 78-2014. This includes procurement and installtion of Super Cell and strain gauges, load cells and reporting services.The Super-cell load test is performed as per IRC : 78-2014, Clause 709.2.5 Appendix 9 . The scope of work includes verifying the pile capacity, obtaining the load-displacement curve from loading and unloading and obtaining the displacement etc. as per norms of IRC : 78-2014, Clause 709.2.5 Appendix 9.All activities will be performed as per standards specified , directions of specialized testing agency and satisfaction of Engineer In Charge. | 3,140 | Per Tonne | 1,752 ₹55,01,280 | 1,400 ₹43,96,000 | 1,000 ₹31,40,000 Lowest | 1,000 ₹31,40,000 Lowest |
| 3.1 | Upto 50 tonne capacity pile | 7 | per test | 2,88,462 ₹20,19,234 | 25,000 ₹1,75,000 | 15,000 ₹1,05,000 Lowest | 50,000 ₹3,50,000 |
| 4 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | 145 | per test | 1,923 ₹2,78,835 | 1,500 ₹2,17,500 | 1,000 ₹1,45,000 Lowest | 1,400 ₹2,03,000 |
| 5.1 | All kinds of soil | 1,430 | cum | 287 ₹4,10,410 | 250 ₹3,57,500 Lowest | 300 ₹4,29,000 | 350 ₹5,00,500 |
| 6 | 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 m and lift upto 1.5 m. | 405 | cum | 287 ₹1,16,235 | 200 ₹81,000 Lowest | 250 ₹1,01,250 | 250 ₹1,01,250 |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including watering and consolidating with road roller of 8 to 12 tonne capacity including making good the undulations in layers not exceeding 20 cm in abutments, approach roads, between R.E. Walls/R.C.C. walls ,foundation trenches, plinth etc. complete for all lift.(Consolidation of earth in layers by road roller of 8 to 12 tonne capacity will be paid and measured seperately in relevant item) | 287 | cum | 962 ₹2,76,094 | 400 ₹1,14,800 Lowest | 700 ₹2,00,900 | 650 ₹1,86,550 |
| 8.1 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 81 | cum | 7,885 ₹6,38,685 | 6,500 ₹5,26,500 Lowest | 9,000 ₹7,29,000 | 8,000 ₹6,48,000 |
| 9.1 | Concrete of M25 grade with minimum cement content of 330 kg /cum including the cost of centering, slip form shuttering, scaffolding and other supporting system/Formworks, T&P, machinery etc . | 533 | cum | 11,827 ₹63,03,791 Lowest | 14,000 ₹74,62,000 | 16,500 ₹87,94,500 | 16,500 ₹87,94,500 |
| 9.2 | Concrete of M40 grade with minimum cement content of 390 kg/cum including the cost of centering, slip form shuttering, scaffolding and other supporting system/Formworks, T&P, machinery etc . | 609 | cum | 12,365 ₹75,30,285 Lowest | 16,000 ₹97,44,000 | 18,000 ₹1,09,62,000 | 19,500 ₹1,18,75,500 |
Tender Value
₹17.5 Cr
EMD Value
₹27.5 L
Closing Date
12 Apr 2024, 3:00 pmClosed
AE-C-4
Naveen Kumar
Office of Executive Engineer-1, CPWD, Kennedy Cottage Shimla-171004
Construction of Flyover from Cart Road to Bye-Pass Road Khalini, Shimla (H.P.)
72040
289/2023-24/SE/EE-I/AE-V/Shimla
OPEN
Civil Works - Bridges
NCB
10 months
Shimla, Himachal Pradesh
10 documents required · 10 mandatory
₹27.5 L
Superintending Engineer Shimla, CPWD, Kennedy Cottage, Shimla HP
12 Apr 2024
15 Mar 2024
12 Apr 2024
12 Apr 2024
22 Mar 2024
22 Mar 2024
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