Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 Cr+₹18.2 L (19.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹19.7 L (21.2%)Admitted-Finance B 860 SANGAM VIHAR NEW DELHI 1110062 | 111006 | L3 | Admitted-Finance | |
| 4 | L4₹1.2 Cr+₹22.8 L (24.6%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIKHIL THAKUR L1 | M/s M. J. INFRATECH CO. L3 | VINOD KUMAR L4 | ASHOK CHAUHAN AND COMPANY 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 | 75 | Cum | 140 ₹10,500 Lowest | 180 ₹13,500 | 250 ₹18,750 | 160 ₹12,000 |
| 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineerin- charge. Hard rock (blasting prohibited) | 120 | Cum | 120 ₹14,400 Lowest | 890 ₹1,06,800 | 1,200 ₹1,44,000 | 300 ₹36,000 |
| 3.00 | Excavating, supplying, stacking and filling of local earth mixed with boulders (60% local earth & 40 % boulder) 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. | 1,050 | Cum | 450 ₹4,72,500 Lowest | 620 ₹6,51,000 | 750 ₹7,87,500 | 610 ₹6,40,500 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 52.09 | Cum | 4,300 ₹2,23,987 Lowest | 5,600 ₹2,91,704 | 6,000 ₹3,12,540 | 4,600 ₹2,39,614 |
| 5.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 276.84 | Sqm | 300 ₹83,052 Lowest | 600 ₹1,66,104 | 900 ₹2,49,156 | 900 ₹2,49,156 |
| 6.00 | Providing and laying hard stone boulder filling/soling backside of retaining wall and brest wall as per entire satisfaction and direction of Engineer-in-charge including carriage of material I all lead and lift. | 210.3 | Cum | 1,399 ₹2,94,209.7 | 1,400 ₹2,94,420 | 500 ₹1,05,150 Lowest | 1,100 ₹2,31,330 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 20.4 | Sqm | 220 ₹4,488 | 345 ₹7,038 | 650 ₹13,260 | 151.2 ₹3,084.48 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 807.5 | Sqm | 200 ₹1,61,500 Lowest | 650 ₹5,24,875 | 600 ₹4,84,500 | 300 ₹2,42,250 |
| 9.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 858.72 | Cum | 6,999 ₹60,10,181.28 Lowest | 8,270 ₹71,01,614.4 | 8,500 ₹72,99,120 | 8,000 ₹68,69,760 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5,000 | Kg | 98 ₹4,90,000 | 95 ₹4,75,000 | 90 ₹4,50,000 Lowest | 99 ₹4,95,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
6 Jan 2024, 6:00 pmClosed
Superintending Engineer IIT Mandi
o/o Superintending Engineer IIT Mandi South campus Kamand HP
Protection work of abutment-1 towards mind tree school side at 50 mtr. PSC Box Girder Bridge at North Campus of IIT Mandi
2023_IITMD_787889_1
IIT Mandi (CW)/SE-1513/2023-24/731-733 dt28-12-23
Open Tender
Civil Works
Item Rate
60 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹2.7 L
22 Jan 2024
29 Dec 2023
8 Jan 2024
29 Dec 2023
6 Jan 2024
29 Dec 2023
29 Dec 2023 - 5 Jan 2024
Amount
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
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 lift upto 1.5 m, as directed by Engineerin- charge. Hard rock (blasting prohibited)
Excavating, supplying, stacking and filling of local earth mixed with boulders (60% local earth & 40 % boulder) 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and laying hard stone boulder filling/soling backside of retaining wall and brest wall as per entire satisfaction and direction of Engineer-in-charge including carriage of material I all lead and lift.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for weep holes in plum concrete walls including cutting, placing and fixing in required slope all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. Ultimate tensile strength- 800 kN/m
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
ASHOK CHAUHAN AND COMPANY
M/s M. J. INFRATECH CO.
VINOD KUMAR
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.48 MB
BOQ_828222.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .